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HomeMy WebLinkAbout032-98 Kentucky Fried Chicken - Shawnee - Backfile (2)SEQUENCE OF CONSTRUCT a. Fiat Phose: 1. Construction entrance; 2. Temporary Sediment Basin; 3. Construct drainage ditch along western property line. 4. Silt Fence, whM,�re applicable b. Seccnd Phase: 1. Strip topsoil to stockpile area; 2. Provide vegetative cover if over 7 days; 3. Silt Fence, where applicable. c. Third Phase. 1 Rough grade; 2. Installation of utilities and roadway stone base; 3 Inlet protection and rip rap outlet protection. d. Fourth Phase: 1. Finish grade and paving. e. Fifth Phase: 1. Seeding of disturbed areas not paved; 2. Seed stockpile of surplus soils, 3. Removal of Temporary Sediment Basin, upon approval by County. IRE REMAINING LAND SINGLE POLE SIGN OF RUSSON MAX. HEIGHT=35 FT MAX. AREti=150 SO TONE B-2 CURRENT USE- VACANT 10 IT, SETBACK RE P,I.N 42-A-105 5.215 ACRES EXISTING LOT AREA 11111111111111111,11111111111i,.- 41,853.3 S.F. PRIOR TO ANY SUBDR'ISION OF THE RUSSON PROPERTY, OR FUTURE DEVELOPMENT BEYOND THE KFC, FOXRIDGE LANE SHALL BE CONSTRUCTED OR BONDED TO A STANDARD THAT WOULD ENABLE ACCEPTANCE INTO THE STATE SYSTEM AS SHOWN ON THIS SITE PLAN AND AS REQUIRED BY THE DEED OF DEDICATION DATED MARCH 29, 1991 AND RECORDED IN DEED BOOK 759, AT PAGE 356. ALTERNATE MEANS OF ACCESS TO THE REMAINDER OF THE RUSSON PROPERTY MAY BE IMPLEYENTE DEEMED APPROPRIATE, AND APPROVED, L+GNT FIXTURE BY FREDERI COL 1000 WATT � \ (TYPlclll of 7) \Al2 4 � A �iCLOStJEt= - - l SEE SIFT S= LAND'SCAPE SCREEN M EXTDO �+ DEW ZOF-7 - _ - - - - -- - - _ -- ! `'�''•'.�.".- - � 'qh►• ,,fir %. PLANTINGS FOR FULL SCREEN 9*1 NOT -- - - BE PLANTED IN STQRM CHANNEL EXISTING 6 FT, H TO BE TREATED PER DETAIL -" IW7- SI4EE7. -_ - -- - -,300 F? 50 FT. CATEGORY "B° ZONING BUFFER WITH FULL SCREENING ARBORVITAE �15 EA.) LEYLAND CYPRESS (O.A.E.) LEYLAND CYPRESS O.A.E. v v v v v v v v v v e v 5 FT. O.C. (3 EA.) /� 6'HIGH, CLEMENT) � 10 FT. O.C. (4 EA.) ) - - - - - 4 FT. MAIN. HEIGHT � � �!� � � � � � � � � � � 4 FT. MIN. HEIGHT /-LEYLAND CYPRESS (OAE.) STORM CHANNEL STORM C H A N N L 5FT. O.C. (3 EA.) H N111w, a FT. ►MN. HEIGHT Ilk V V V V V V V V V V V V -- r- ; vvvvvvvvvrvv C �P.I �` yP �e r. e-i e-i e-•i e-� e--r-. r. r. rs r-.--__--s -- X - -r--r- X Y� A FULL LANDSCAPE CATEGORY "B" ZONING BUFFER SKALL BE PROVIDED. THERE SHALL BE A MINIMUM LANDSCAPING DENSITY OF 3 PLANTS PER 10 LINEAR FEET AND THE PLANTS SHALL BE AT LEAST 4 FEET IN HEIGHT AT PLANTING WTTH INTENDED MATURE HEIGHT OF AT LEAST 6 FEET. THERE SHALL BE AT LEAST 3 SPECIES OF PLANTS, WITH THE MAJORITY BEING EVERGREENS, AND AT LEAST ONE-THIRD OF THE PLANTS PROVIDED SHALL BE DECIDUOUS. 1 LVT1LN11V rLV91 tL UlLl 10 FT. O.C., 12' MIN HEIGHT CHERRY "YOSHINO" (3 EA.)- 10 FT, O.C., 12' MIN HEIGHT NOT TO SCALE SEA D.B 9. PC- 56 LIGHTING NOTE 1. ALL ON SITE LIGHTING FIXTURES SHALL BE DESIGNED TO PREVENT GLARE BEYOND THE PROPERTY UNE. SIGNAGE NOTE 1. THE PEDESTAL SIGN DETAIL SHOWN ON SHEET S3 SHALL BE MODIFIED TO MEET THE 150 SQ. FT. MAXIMUM SIGN AREA REQUIRED BY THE CURRENT ORDINANCE. 2. ENTRY AND EXIT SIGNS SHALL NOT EXCEED AN AREA vF 4 SO. FT. EXISTING SHEETZ STORE N/ F HENRY J. & EVELYNE D. FERRIS P.I.N. 42-A-194 ZONED: B-2 CURRENT USE: RETAIL STORE NEW CURB TO NATCH EXIST. - ;'! CURB LINE AND GRADE RELOCATED TREE ' r RIM=821.80 rKUF. J I K. INV.=815.00 TYPE- DI-3B INV.=814.90 RIM=821.60 N/F INV.=818.75 EARL S. BAILEY THROAT=6 FT. T.M. 53-A-42A ZONED: RP CURRENT USE: RESIDENTIAL NEW CURB TO MATCH EXISTING CURB LINE AND GRADE _ EXISTING INGRESS/EGRESS PROPOSED PEDESTAL SIGN EGRESS EASEMENT. SEE MAX. HEIGHT=35 FT. D.B. 808 PG. 775 MAX. AREA=-150 SO. FT -! 10 FT. SETBACK REQ'D. CONCRETE FLUME AND I RIP RAP. SEE DETAIL B - (TYP. OF TWO) [ A. U.I. _ DI TOP=821,48 INV.=818.88 KENTUCKY FRIED CHICKEN: HYDRAULIC SUMMARY Culvert Desi n Summo -_-- �--- n CMP = 0.023 _- _--a-_ n (CMP)= 0.013 _--_--- Culvert Inv, In Inv. Out ft in. B in. X Type Number Q des cfs 10 s 10 f s _ 1 820.00 819,00 60.0 24 24 1.67% CNP 1 16.54 8.44 5.27 _ 2 818.72 818.50 6.0 18 _ 18 3.67% RCP 1_ 20.15 5.04 11.41 Culvert Inlet Summorv, and Sump Culvert 10 fs Inlet Depth and Sprecid ColIulation Sx ft HW E5 Sea ft Invert Tie �ft 1 8.44 820.00 1 ES-1 _ 0.76 0.031 821,52 _ 49.03 Storm Channel Deli n Summary _ CHANNEL Base, B QLO Death D Lininq, L __Lining Depth, d A B 10 0 2.00 _ 1.00 Gross Gross 2.00 1.00 Notes: Peak dischar s for 2- and 10-Yr storms determined using Hoestad Methods P ndPock Program. 'r r� _o aENCHMARK 2 2 NAILS IN W IP ' c / ELEV.=822.24 z C-5 Q? + l � ;t ..tea xb PRONDE 5 CLLVERT EXTENSION -- EXISTING CURB TO BE REMOVED ►►y E''.��, �1 � � NSF !N ; EMMART W. H. AND SONS 1•L.� �+ T.M 42-4-A O ZONED: B2 CURRENT USE: VACANT i�. S.S. MANHOLE RIM 821. 37 INV.=812.77 T _ INV. 81 .89 EXISTING WATER VALVE BOX 10 BE RAISE RUM TO 822.37 ADJUSTED TO MATCH PROPOSED ( EX. S.S. MANHOLE GRADES - _ RIM= 821.27 INV. =811.67 ADJUST RIM TO MATCH NEW ROAD GRADE --- ;- -- EX. OVERHEAD ELECTRIC AND T! TELEPHONE SERVICE _ W R AND SEWIER TAPS B FCSA FCSA TO INSTAL ATER SERVICE LATERAL THRU METER. PROPOSED ,. OfRA DEDICATION 2t248 S.F. EX. ACCESS EASEMENT DB 757 PG 1262 ----- EXIST. TELEPHONE RISER BOX El4ST. POWER POLE TO REMAIN UNDISTURBED. i CONTRACTOR SWILL RROMD[ SUPPORT AS NECESSARY DURNG a CONSTRUCTION. PERIMETER PLANTING SCHEDULE BOTANICAL COMMON NAME- MINIMUM SIZE MAXIMUM SPACING QUANTITY GLEDITSIA TRCANTHISIDERMIS 'SUNCOLE` SUNBURST HONEYLOCUST 2" CAL. 0 6' ABOVE GROUND AS SHOWN 11 ZELKOVA SERRATA "GREENVASE" GREENVASE ZELKOVA 1" CAL. @ 6' ABOVE GROUND AS SHOWN 10 ILEX CRENATA "HETZIi' - HE1Z HOLLY 36' HEIGHT 4'-0" O.C. 24 PINUS STROM WHITE PINE 6 FT. MIN, HEIGHT AS SHOWN 6 NO STEEP SLOPES, WC+OOLANDS, FLOODPL INS, WETLANDS, SINKHOLES OR OTHER ENVIRONMENTAL FEATURES M-T ON THIS SIITE. PROJECT SUMMARY TAX IDEYTIFICATION NUMBER 42-A-195 ZONING B-2 ADDRESS B85 FOX DRIVE CURRENT USE VACANT PROPOSED USE RESTAURANT E)OSTINC LOT AREA 5,217 ACRE.`: PBStI�L r RONT 3f�' 4; 4 REAR OOR ARIA 2,W 6t 'Y4 11. 14STA+Jf-Uwf BHT-Gf-�° fJETiIf,IUT'i, !.%� `:s Rut _'Illfr F49A 111 Lift *A *1qA"", -31 AKA Z71AWb 47E1l, r r 4 Au 10,E n :,AR.1� OWAt JW Aid,; iltF.A ni 1Ai A 0,COD AREA PR%40 ''A .1 l.i fV,9 ?Am REMG MINM 9EST4IRANFf ,1., 4 SPACE/100 SC q 39.8 (u1) w+ STAINDARD SPACES % S8 moll" SPIES 2 2 P,�KL�uVO_5G►3P.� PARKING LOT PQ -TER W FT PERIMETER TREES REWWD 17 PERIMETER TREES PROVVIDED 17 INTERIOR TREES REI)WED A INTERIOR TREES PROVIDED Ic PARKING LOT LANDSCAPING REQ'D. 5% PARKING LOT LANDSCAPING PROVIDED 28% RLEGEND____ ;`i P E]i CURW- PROPOSM CURB W/RE TPq GUITER (IF APPUCABI.E) - -.-- - PROPOSED STANDARD PAVED AREA (8' 218/2' SM 2A) P OP i %j DUTY PAVED NREA (8' 218/4" BM-2/1 1/2. W 2A) 'ROP aD CONCRETE AREA PROPOSED GW AREA PROPOSED EASEMENT ARU _;c�Tr+c ruRB uTUTY POUALS fxSTlNG STORM ONABMGf & STRUI:TURf ---- ---== PROPOSED STORM DWiNGE a SWT11R6 3NN(D1W_=0MK== PROPOSE) DATER MAR+ ...... w w.---•��- ! f115TWG WATER MAIN PROPOSED FIR£ HYDRANT PROPOSED LATE VALVE rr 90 --» W --- DaSTING W. VWER AND WM ODE PPOP75E) SM. SLIER AND WMfX E -r S 5 .••••�� : 5 r PFaPOSE.J UNDEBGADUND ELf7W SEA -i EIK PROPOSE) UWEK41OLK rElfp"M SERVICE ---+ TEi ►- -- I PROPOSE) GK: SER1441 ---1 GAS r--- , R.AR11/CS0WE 1N F£FT f 1 inch - 20 ft. A Y NO 4 0 o z*lq. w s < (0: � i 1 AU, W 4 4 t ,ti C OAM #i_ wO " � O w SCALE: DRAWN BY: P F40 JECT NO. -- DATE: 4- 1 4 - 98 _ SHEET C2 of 6 0 Q) REMAINING LAND SNGLE POLE SIGN OF RUSSON MAIL HEIGHT=35 Fl MAX. AREA=150 SQ ZONE: B-2 CURRENT USE: VACANT 10 FT. SETE10 RE P.I.N. 42-A-195 5.215 ACRES EXISTING LOT .AREA ftft 41,853.3 S.F. RUSSON , . ,. 'E 3DTW?1lM BEYOND THE i, MXIUDGE LANE ILAIL 3E C91VIRULM OR : t i4 TO A Z75MDM VAT W%XU MM 4CCEPTANCE W.0 THE STAR MM CS OF �EDJCAMN DAM MAFO. a 9 rf "iE1M LN 1 ,L �.r PAGE T R yy �JAT q ,a ' g{ �! 1 q AIM� � t t r. S Of OF MN MPRIM MAY ''E WU001Wl AMMYE 9 AMV0. 1. 7w '� On& CIF zx\ ?� 5 9CLID&W SEE SIFT S3 _ UAPE rs-nNG TOEXTEND OFY^� v.77- ....��p� ,-,. PLANTINGS F0P FULL SCREEN a BE PLANTED IN ST?! CHANNEL SEQUENCE OF CONSTRUCTION a. first Phase: 1. Construction entrance; 2, Temporary Sediment Basin; 3, Construct drainage ditch along western property line. 4 Silt Fence, where applicable. b. Second Phase: 1. Strip topsoil to stockpile area; 2. Provide vegetative cover if over 7 days; 3. Silt Fence, where applicable. c. Third Phase: 1. Rough grade; 2. Installation of utilities and roadway stone base; 3. Inlet protection and rip rap outlet protection. d. Fourth Phase: 1. Finish grade and paving. e. Fiftn Phase: 1. Seeding of disturbed areas not paved; 2. Seed stockpile of surplus soils; 3 Removal of Ternporar) Sediment Basin, upon approval by County LIGHTING NOTE 1. ALL ON SITE LIGHTING FIXTURES SMALL BE DESIGNED TO PREVENT GLARE BEYOND THE PROPERTY LINE. SIGNAGE NOTE 1. THE PEDESTAL SIGN DETAIL SHOWN ON SHEET S3 SHALL BE MODIFIED TO MEET THE 150 SQ, FT. MAXIMUM SIGN AREA REQUIRED BY THE CURRENT ORDINANCE, 2. ENTRY AND EXIT SIGNS SHALL_ NOT EXCEED AN AREA OF 4 SO. FT. EXISTING SHEETZ STORE N/F HENRY J. & EVELYNE D. FERRIS P.I.N. 42-A-194 ZONED: B-2 CURRENT USE: RETAIL STORE NFA CURB TO MATCH FXIST �w0 ' 6!f F pUGE LANE D ---_ EDUCATED 50 FT CATEGORY B ZONING BUFFER WITH FULL SCREENING LEYLAND CYPRESS (O.A.E.) ARBORVITAE (15 EA.) +_EYLAND CYPRESS (O.A.E.) 5 FT. O.C. (3 EA.) r- 6 HIGH, .3.5 Q.C. /� 10 FT. O.CZIG EA.) w .v v,v vw n v 17v v 4 FT, MIN. HEIGHT (OPAQUE ELEMENT) HT GO O G® 8 O O G-IEYLANO CYPRESS (OAF.) STORM CHANNEL STORM C H A N N L 5 FT. O.C. (3 EA _* ;� � F �� 4 FT. WN. EIGH o 7 7 V V V V d o v o v A FALL LANDSCAPE CATEGORY 'B" ZONING BUFFER SHALL --- BE PROVIDED. THERE SHALL BE A MINIMUM LANDSCAPING DENSITY OF 3 PLANTS PER 10 LINEAR FEET AND THE PLANTS SHALL BE AT LEAST 4 FEET IN HEIGHT AT PLA14TING WITH INTENDED MATURE HEIGHT OF AT LEAST 6 FEET. THERE SHALL BE AT LEAST 3 SPECIES OF PLANTS, WITH THE MWRITY BEING EVERGREENS, AND AT LEAST ONE-THIRD OF THE PLANTS PROVIDED SHALL BE DECIDUOUS. r wnLnu1v rLVM kt [n.) 10 FT. O.C., 12' MIN HEIGHT CHERRY "YOSHINO" (3 EA)- 10 FT O.C., 12' MIN HEIGHT NOT TO SCALE PUBLIC SEE D.B. 759 PC. 356 EGRES, RIM=821.80 I KUN. :) I K. INV.=815.00 TYPE: DI-3B INV. =814.90 RIM=821.60 N/F INV.=818.75 EARL S. BAILEY THROAT=6 FT. T.M. 53-A-42A ZONED: RP CURRENT USE: RESIDENTIAL. NEW CURB TO^MATCH EXISTING LA. U.I. -'- 01 TOP=821.48 INV.=618.88 KENTUCKY FRIED CHICKEN: HYDRAULIC SU MARY Culvert Design Summa _ n C1JP = uT 0.423 -��- ------ n CAP = 0.013 Cwvert Inv. In Inv. Out _ 11 Din. Bin. _ S X _ Type Number Q des cfs 10 cts 10 1 820.00 819.00 60.0 24 - 24 1.67% CMP 1 16.54 8.44 5.27 2 I 818.72 818.50 6.0 18 _ 18 3.67% RCP 1_ 2015 5.04 11.41 Culvert Inlet Summorv, and Sump Inlet Depth and Spreod Calculation. Culvert I Mokfs Invert T HW D S ft ft _ HW Elv. eod ft �� - 1 _ 8.44 820.00 E5-1 0.76 0.031 821.52 _ 49.03 Storm Channel m_ ry� CHANNEL Base B Q 10 , D Lining, L Unin th d - A 10 2.00 Grass 2.00 �w B 0 _ 1.00 Gross 1.00 Notes: Peak dischor for 2- and 10-Yr storms determined using Hoestad Methods PondPock Proq(om. NO STIly Silos, wCJt)OLIVS, ttoIOPIw, M�IIAIdfY�, `If�MrtlAtS (* OTHILP fwk )"ATAI FEATUN) 0r11 ON iW '�Fff 1AX 0,10ftAiK1N 14AV a 47 A. ty`i Allii�f,r Wi Ohl 1#* � .:, REM m c G- AM /BENCHMARK r1OOR AREA j 2 NAILS IN WPP `1 a 2,945.63 SO. FT. RESTAURANT / ELEV.=822.24 r 318.64 SO. FT. COLD STORAGE P1TURE KFC LOT AREA 41,853.3 S•F ROGHTEX. S.S. MANHOLE -4-ICY DEDICATED 2,248 S.F. -- RESULTING FUTURE KFC LOT AREA 39,605.3 S.F. RlM=820 58 LOT AREA DMM 42,000 SO, FT rr �, INV.=812.69 FAR Al10WED 1.0 a FAR PROVIDED .08 (BASED ON FUTURE LOT SIZE) MINIMUM LANDSCAPED AREA 25% 9,901 S.F. f r r LANDSCAPED AREA PROVIDED 34.3% 13,582 S.F. i PYLI& REGUI PR RESTAURANT (1.4 SPACE/100 SO FT.) 39.8 (40) 40 ' cc.; �i --PROVIDE 5' CULVERT STANDARD SPACES 38 38 EXTENSION HANDICAP SPACES 2 2 EXISTING CURB TO BE REMOVED PARKING LAtM8M PARKING LOT PERIMETER 660 FT. PERIMETER TREES REQUIRED 17 PERIMETER TREES PROVIDED 17 ' ✓�' �, N/F INTERIM TREES REQUIRED 4 Fj EMMART W. H AND SON., INTERIOR TREES PROVW 4 Q T.M. 42-4-A PA"G LOT L#IDSC"G REOV 5% lzl:� rr ZONED: 82 CURRENT USE: VACANT PARKING LOT LANOS;APNIG PWO-D M r EX. S.S. MANHOLE RfM=821.37 LEGEND IW. 8 2.17 o INV.=B' 1.89 EXISTING WATER VALVE BOX TO BE rr r4U war; - W RAISE R+M TO 822.37 >> AIJt1STED TO MATCH � r' � .,,•-_ r�' � D�iIJW: i.G �ip4; A/IQ �iA",� rA l)( A/�'6Y.A�11 EX J S. MANHOLE GRADES ( °At fit tlAl"* 4. 4b ANA (f 1'k/2" AI 20j RW=821.27 lets ADJUST RIM TO MATCH NEW ROAD PAiA `fapr� view, EX. NM ELECTRIC AND TE1.fpitM OKE �1r�r�Et rA ;. Akre a S'EiMEA TAPS rj 0114' W) FCSA FCSA TO MSTALL 6' SERVICE LATERAL T►fRU M1 TER. 1 xeitpG r1Re _. < 'f PROPOSED 1 0 rnurY PEDESTu _� i ( , R/W DEDICATION j Exgtw STORM > �Mxlw RROMD STORY LOWa & SWP Tlff 2 248 S.F. co I ! PR,OPOSED WATER MAM w..�-..�... 0151 ", WATER WA 10, PROPTID FILL WDW 60' PROPOSED GATE HALVE A 9OX -- 0 w•� r P `'QED R EX67NG 'NI. TWR AND YAN"E 0.0' ----� -__ fl► PROPOSED SAN. ' fWR ANO MANWAI . ..� s«- -_� PROPOSED LArDERCNUNC ELECTRIC SERVICE -� ELEC i EX. ACCESS EASEMENT PROPOSES UNDER(-ROUNC TELEPHONE SERVICETEL► ------ 1 --_I DB 157 PG 1262 I PROPOSED GAS KROCEcasl_-'- PFItIMFTFR PLANTING SCHEDULE - EXIST. TELEPHONE RISER BOX EXIST. POWER POLE TO REMAIN UNDISTURBED. CONTRACTOR SHALL PROVIDE: SUPPORT AS NECESSARY DURING CONSTRUCTION. (LEYLAND CYPRESS (O.A.E.) -4 FT. MIN. HOW)50 FT. CATEGORY "B" ZONING BUFFER WITH FULL SCREENING (FORSYTHIA - 4 FT. MIN. HEIGHT LEYLAND CYPRESS (O.A.E.) _ ARBORVITAE (12) FORSYTHIA (5) _ LEYLAND CYPRESS (O.A.E.) 5 FT 0.0 (3 EA) 6 HIGH, 3.5 O.0 15' O.C. 5 FT. O.C. (3 EA.) 9OOC"c��GG GGG GOO CURB BOTANICAL COMMON NAME MINIMUM SIZE MAXIMUM SPACING QUANTITY GLEDITSIA TRCANTHISIDERMIS 'SUNCOLE' SUNBURST HONEYLOCUST 2" CAL. 0 6' ABOVE GROUND AS SHOWN 11 ZELKOVA SERRATA "GREENVASE" ILEX CRENATA 'HETZII" GREENVASE ZELKOVA HETZ HOLLY 1" CAL. 0 6' ABOVE GROUND 36' HEIGHT AS SHOWN 4'-0" O.C. 10 24 PINUS STROBUS WHITE PINE 6 FT. MIN. HEIGHT AS SHOWN 6 NOT TO SCALE . Wp)V/CSeWE ?O 10 - 0 20 _- -- 40 /N FEET 1 inch - 20 ft. w� q W W (� Q Z O V w V W W SCALE: DRAWN BY: ✓. D. S PROJECT NO. DAI'S 4- i'4-98 _ SHEETCA? of 6 hq SEQUENCE OF CONSTRUCTION of a. First Phase: 1. Construction entrance; 2. Temporary Sediment Basin; 3. Construct drainage ditch along western property line. 4 Silt Fence, where applicable b. Second Phase. 1. Strip topsoil to stockpile area; 2. Provide vegetative cover if over 7 days; 3. Silt Fence, where applicable. c. Third Phase: 1. Rough grade; 2. Installation of utilities and roadway stone base; 3. Inlet protection and rip rap outlet protection. d. Fourth Phase: 1. Finish grade and paving. e. Fifth Phase: 1 Seed'n d of rbed areas not aved LIGHTING NOTE 1. ALL ON SITE LIGHTING FIXTURES SHALL BE DESIGNED TO PREVENT GLARE BEYOND THE PROPERTY LINE. SIGNAGE NOTE 1, THE PEDESTAL SIGN DETAIL SHOWN ON SHEET S3 SHALL BE MODIFIED TO FEET THE 150 SO. FT, MAXIMUM SIGN AREA REQUIRED BY THE CURRENT ORDINANCE. 2. ENTRY AND EXIT SIGNS SHALL NOT EXCEED AN AREA OF 4 SO. FT. KENTUCKY FRIED CHICKEN: HYDRAULIC SUWMARY Culvert Desi n Summo n CMP = 0.023 _ n (CMP)= 0.013 Culvert Inv. In Inv. Out L ft Din. Bin. S X TyDe Number Q des cfs 10 cfs 10 f s 1 820.00 819.00 60.0 24 24 1.67% CMP 1 16.54 8.44 5.27 2 818.72 818.50 6.0 18 18 3.67% RCP 1 20.15 5.04 11.41 Culvert Inlet Summary, and Sum Inlet Depth and Spir Calculation. Culvert 10 fs Invert Type HW D I Sx ft ft HW Elv. S ead ft 1 8.44 820.00 ES-1 0.76 1 0.031 1 8,' 49.03 Storm Channel Desiqn Summary CHANNEL Bose B Q 11 t De th D Linin L LiningDepth, d A 10 2.00 Grass 2.00 B 0 1.00 Grass 1.00 �g u P Notes: 2. Seed stockpile of surplus soils, EXISTING SHEETZ STORE Peak dischar s for 2- and 10-Yr storms determined using Hoestad Methods PondPock Program. < 3. Removal of Temporary Sediment Basin, upon approval by County. NO STEEP SLOPES, WOODLANDS, FLOODPLARr), WEILRO' , a1NKftf:, N/F OR OTHER ENVIRONMENTAL FEATURES EXIST ON THfS 51TT HENRY J. & EVELYNE D. FERRIS PROJECT Sl1i+Y IRF P.I.N. 42-A-194 ZONED: B-2 CURRENT USE: RETAIL STORE TAX IDENTIFICATION NUMKk 42-A, 195 �= ZOFIfNG B- 2 w C ADDRESS 01 1*14 CURREM USE rK Af4T sb3• o PROPO'SI D USE K-Sii W, 4�" z 7r,� W#C LOT Al qC 00 z 1 O C-.RE VAAr a-_ c FROKT 15. REMAINING LAND o� ; OF RUSSON D v REAR ,JN-: B CURRENT USE: VACANT BENCHMARK FLOCA AREA P1.N. 42-A-195 2 NAILS IN WPC 4 co q 2,945.63 SO. F. REST"ANT ELEV.=822.24 M 318,64 SO FT. COLD STORAGE 5 ?.15 ACRES � NEW CURB TO MATCH EXIST. -; 1 tr �s (711 CURB LINE AND GRADE FUTURE KFC LOT AREA 41,853.3 S.F NEW CURB TO MATCH EXISTING _ z cu RIGHT-OF-WAY DEDICATED 2,248 S.F. t RELOCATED TREE CURB LINE AND GRADE EX. S.S. MANHOLE - RESULTING FUTURE KFC LOT AREA 39 605.3 S.F. EXISTING LOT AREA ' }" 4' SJAC' EX. TREE TO _ = = _ -- INN.=8,�.6y - RIM=820 58 LOT AREA DISTURBED 42,000 SQ. FT. 5 0C t FPS ! BE RELOCATED 0 EXISTING INGRESS EGRESS / PROPOSED PEDESTAL SIGN % = �� FAR ALLOWED 1.0 41,853.3 S.J. 1 f� EGRESS EASEMENT SEE �� MAX. HEIGHT=35 FT - FAR PROVIDED oe (BASED ON FUTURE LOT SIZE) f MAX. AREA=150 SQ. FT. , MINIMUM LANDSCAPED AREA 25% 9,901 S.E R TO k\Y SUPPIVISION JI THE Rt�SSON PROPER', CYR �� � � ENNTER s+GH-----_�, �� 7 D.B. cos PG. 775 � l 10 FT. SETBACK REO D. LANDSCAPED AREA PROVIDED 34.3% 13,582 S.F R 'U D511,' MENT BEYOND THE KFC. FO GS L�_N'E ___�� ..� ` CONCRETE FLUME AND g PARKING REQUIRED PROVIDEC EI.111i 3E ON.'TRV S - ?6�R RIP RAP. SEE DETAIL B 1 `�TEP OFF �'�D� � � TEAT ; -- � ��- � • \ ' , � RESTAURANT 10,LB FNA�LE ALCaNEE IN TIE* STATE '�M AS (1YP. OF TWO) (1.4 SPACE/100 SO, FT 39.8 (40) 40 SHE ?S rii(S S '71 FAA+ ANT 1 ` Rr'YZ IRED BY TE DEAD r ` �!� x "` ` IPF - � PROVIDE 15' CULVERT STANDARD SPACES 38 38 rAM kW� `� r ,_�"-- S80 7'S�-- - - EXTENSION HANDICAP SPACES 2 2 tt3. •4 P EXISTING CURB TO BE REMOVED `•0 AT PACE _ r, PARKING LANDSCAPING ,- _. __ e■SWN �1 tyt{ - ,- PARKING LOT PERIMETER 660 FT. '9. 121.6 - 1 y �p _ PERIMETER TREES REQUIRED 17 , , 1 �, - �. �) _A .- . AND A T � OVID,y �F ?� �1 _ta' %�. r,�_ � � � 1 4 ; ' �"f - -� �`- ✓ - � ` =• � III � '� f r r _ � - �r- � � � � PERIMETER TREES PROVIDED 17 �. 7111 � 1 C - �,� 1 10 F7 Dl,q�{�AG�` � &, � � --_ 1 NSF INTERIOR TREES REQUIRED 4 `�` r 'pit >j a !��^ i - -- EASEjjo E ,'� q cam, EMMART W. H. AND SONS INTERIOR TREES PROODEDI 4 \ `, s• - 1 18.0' !-y 0 „ T.M. 42-4-A R _ PARKING LOT U�NDSCAPING REQ'D. 5% ZONED: 62 CURRENT USE. 4.�CAty PARKING LOT LANDSCAPING PROVIDED 28% f GREASE TRAP l_ _ ��_�� dos'- ►�,+ ��-7 EX.-S.S. MANHOLE _ �►4' fi' 0 MENU + y� 'q ;-�. _ ✓�, - Rug 821.37 1YGENL 4 R LATEFi> �J� o I INN.=812.77 _ ��' �.S • • I �' EXISTING WATER VALVE BOX TO BE 4 F� , I W CL t a RAISE RIM ?G «.37 ADJUSTED TO HATCH PROPOSE0,T�•; 1 P � r 8. ° WALL MOUNTED HANDICAP �' Q- r X.r r PARKING SIGN __ _ Q -'� � - RIM=821 27M ,w MANHOLE � PROPO,�ED BU �------___-_--- �titi =811.E _ F.F. Elm . ILDING 2� � �, ADJt15' R� 'C WA-C?, NEiN �)n:: �>Fc{iE N° r- BLDG, HGKr 824' 15 TER ENCLOSURE - '� --- =24 1+'T - _ - r- , , i ---- EX OVEPH� ELECW ANC SEE D SHEET S3 TE'LI 40W SERIACE PRO POSED 1 °' 5 ° - - -= - v WATER METER -r f Mf0 SEWER TAPS i r -- TEL 35.0 ( FCSA FCSA TO WSTALl :rKta• :, \ • • ^��' �` 1 N ° ,� ATER SERV1rE LATERAL THRU f�ETEP. LANDSCAPE SCREEN ENT TO EXTEND ' • ° ' y - `-~ =°-J 1 - - ��f 1 P R 0 P 0 E D T� X 1.Ti,.1 � END OF EXISTING HED DO NOT ENTER SIGN R/W DEDICATION EASEMENT 248 P%r�z`ort R wN _ w WATER t RELOCATED TREE ExFnrr,MAIND D D Ia : -- D D D RELOCATED TREE - \ D D D EXIT SIGN PROPOSED GA7 v� k BOX -I4--+ w «..-- POS Z O EXI`,iMG SAN.:�EYIER AND MANHOL[ 's D D 0.00 D PR ,fin l�0 0, OPf,SED SAN SEWER AND MANHOLE EX. TREE TO - - -- G m. I,>� pR0o0SrD UNDERGROUND ELECTRIC SERVICE "' •" R� _ - - _ _ --_ Nfl NTER SIGN _ BE RELOCATED 1' EX. ACCESS PROPOSED UNDERGROUND TELEPHONE SERVICE --4 TE! �_ - _ u V ,E �5 _ --- - _EASEMENT -_- ----- - 10 FT. OF EX 24' RCP 1 T CG � -� DB 757 PG 1262 I PROPOSED GAS SERVICE--+cA�t------- J 180' PLANTINGS FOR FULL SCREEN SHALL NOT _- - --- EXIST. TELEPHONE RISER BOX BE PLANTED IN STQRW CHANNEL "` ` Ex. 8" wAITERMAW -- -.. _ _ RELOCATED _ PROVDE 8 CUI. YDS. VOOT _ _ _ _� - ~ _ _ ---i =�% �� 1 -�. � � P� N�_ _ - o EXIST. POWER POLE --- - - TO REMAIN UNDISTURBED. ?0 BE TREATED PER DETAIL CLASS Al RIP RAP. SEE SECTION A. - _ .`r `�' CONTRACTOR SHALL PROVIDE f _ EXISTING 6 FT. HIGH HEDGE ''t 4. - _ - _ _ _ -i D N SUPPORT AS NECESSARY DURING TA& SWEEL _- - _= _- .- __ _ _. _ _ ' ' �X C0 f k � CONSTRUCTION. -- - - --. c __ - _- _ - If - --- -..._ (fin/ a __-_ i/J, -- , _. r - - ?Y) FUY (TYP. OF 5 -------- 300 �? of Fo G- = _ _ _ - _ r - _ XRIDGE`E DEDICATED Jl'p _ r ; _ I "R PUBLIC INGRESS 50 FT. CATEGORY "B ZONING BUFFER WITH FULL SCREENING SEE D.B. 759 G ESS & ECR - -_ ;Cno LEYLAND CYPRESS (O,A.E.) ARBORVITAE 5 �' LEYIAND CYPRESS (OAE.) 356 6' HIGH, 3.5 O.C. 5 F . O.C. (3 EA.) � (OPAQUE ELEMENT) 10 FT. O.C. (4 EA) v v v v v v v `✓ 4 FT MIN. HEIGHT 1 4 FT. MIN. HEIGHT EX. S.S. MANHOLE Q G GG G G G � LEYLMD CYPRESS (OAE.) RIM=821.80 PROP. STR. `'- STORM CHANNEL ` STORM C H A N N /L �5 FT. O.C. (3 EA.) INV.=815.00 TYPE DI-38 EX. D.I. 4 FT. MIN. HEIGHT ' -814.90 RIM=821.60 DI TOP=821.48 v V 7 v V 7 v v v v v v v v --_ N/F INV.=818.75 INV.=818.88 C �(x- P-- THROAT=6 FT,v v 7 o 17 v 17 o v 17 v o .A EX. FENCELINE �T.M. 53-A-42A ONED: RP CURRENT USE: RESIDENTIAL PERIMETER PLANTING SCHEDULE - 50 E' � EX. EOP A FULL LANDSCAPE CATEGORY "B" ZONING BUFFER SHALL FOX RIDGE LANE BE PROVIDED. THERE SHALL BE A MINIMUM LANDSCAPING DENSITY OF 3 PLANTS PER 10 LINEAR FEET AND THE PLANTS ZFLOWERING PLUM (2 EA) SHALL BE AT LEAST 4 FEET IN HEIGHT AT PLANTING WITH 10 FT. O.C., 12' MIN HEIGHT fj,NAL SITE PLA"' 032_ 9$ INTENDED MATURE HEIGHT OF AT LEAST 6 FEET THERE CHERRY 'YOSHINO" (3 EA.) DROVED SHALL BE AT LEAST 3 SPECIES OF PLANTS, WITH THE 10 FT. O.C., 12' MIN HEIGHT -6/2 S/q'9 MAJORITY BEING EVERGREENS, AND AT LEAST ONE-THIRD -- 4 w - , E / OF THE PLANTS PROVIDED SHALL BE DECIDUOUS. NOT TO SCALE (LEYLAND CYPRESS (O.AE.) -4 FT. MIN. HEIGHT) 50 FT. CATEGORY "B" ZONING BUFFER WITH FULL SCREENING (FORSYTHIA - 4 FT, MN. HEIGHT) LEYLAND CYPRESS (O.A.E.)-, ARBORVITAE (12) FORSYTHIA (5) _ LEYLAND CYPRESS (O A E ) 5 FT. O C. (3 EA.) / 6' HIGH, 3 5 O.C. 15' O.0 5 FT O C. (3 EA) CURB NOT TO SCALE BCTANICAL COMMON NAME -T MINIMUM SIZE MAXIMUM SPACING QUANTITY GLEDITSIA TRCANTHISIDERMIS 'SUNCOLE" ZELKOVA SERRATA "GREENVASE" SUNBURST HONEYLOCUST GREENVASE ZELKOVA 2" CAL. 0 6' ABOVE GROUND 1" CAL. 0 6' ABOVE GROUND AS SHOWN AS SHOWN 11 10 ILEX CRENATA 'HETZII" HETZ HOLLY 36" HEIGHT 4'-0" O.0 24 PINUS STROBUS WHITE PINE 6 FT MIN. HEIGHT AS SHOWN 6 ,9RAPH/CSC.4LE 20 0 20 40 ( /N FEET ) 7 inch = 20 ft. tip,,..: AUU 1998 DEPT. OF puw NIID DEVgOpMMING r w � q w w � Q w q v w � V W W SCALE: DRAWN BY: PROJECT NO. DATE 4 - 7 4 - 9_R SHEET C2 of 6' SEQUENCE OF CONSTRUCTION ,j. First Phase 1. Construction entrance- 2. Temporary Sediment Basin; 3. Construct drainage ditch along western property line. 4. Silt Fence, where applicable b. Second Phase. 1. Strip topsoil to stockpile area-, 2. Provide vegetative cover if over 7 days: 3 Silt Fence, where applicable. c. Third Phase: 1. Rough grade, 2. Installation of utilities and roadway stone base-, 3. Inlet protection and rip rap outlet protection. d. Fourth Phase: 1. Finish grade and paving. e. Fifth Phase: 1. Seeding of disturbed areas not paved; 2. Seed stockpile of surplus soils. 3. Removal of Temporary Sediment Basin, upon approval by County. nF \ - 4q - - c�SS EXISTING LOT AREA ON 41t 853.3 S.F. PRIOR TO ANY QUBDMSION OF THE RUS SON PROPERTY, OR FI' Tt)RE DEVELOPMENT BEYOND THE KFC, FOXRIDGE LANE SHALL BE CONSTRUCTED OR BONDED TO A STANDARD THAT WOULD ENABLE ACCEPTANCE INTO THE STATE SYSTEM AS SHOWN ON THIS SITE PLAN AND AS REQUIRED BY THE DEED OF DEDICATION DATED MARCH 29, 1991 AND RECORDED IN DEED BOOK 759, AT PAGE 356. ALTERNATE MEANS OF ACCESS TO THE REMAINDER OF THE RUSSON PROPERTY MAY BE IMPLEMENTE F DEEMED APPROPRIATE, AND APPROVED; OVERHEAD LIGHT FIXTURE BY FREDERI COL TY. I DOO WATT (TYPICAL OF 7) DICLO&RIE - -� SEE 111SST 13 SCREEN le _END OF EXtSTING t t A4 - i - -x� -POSTNE � I BLANTINGS ON ST RM CR FUII RHANNEEEN � NOT LANTED Q _ � - EXISTING 6 FT. HIGH HEDGE TO BE TREATED PER DETAIL -_ firm SHEEL 50 FT. CATEGORY "B" ZONING BUFFER WITH FULL SCREENING LEYLAND CYPRESS (O.A.E.) ARBORVITAE (15 EA.) LEYLAND CYPRESS (O.A.E.) H, 3.5 O.C. HIGH, ' 5 FT O.C. (3 EA.) 66'HIG(OPAQUE ELEMENT) 10 FT. O.C. 4 EA.) D D 7 0 7 7 7 D D214 FT MIN. HEIGHT 4 FT. MIN. HEIGHT GG G 9LEYLAND CYPRESS (O.A.E.)STORM CHANNEL STORM y(�� C H A N N L 5 FT. O.C. (3 EA) �91RF � � � 4 FT, MIN. HEIGHT p7C,'DDDDDDDD�D - ,�y� y� 7 7 7 o 7`7 D 0 D 0 D v ,C P C: P C J A FULL LANDSCAPE CATEGORY "B" ZONING BUFFER SHALL BE PROVIDED. THERE SHALL BE A MINIMUM LANDSCAPING DENSITY OF 3 PLANTS PER 10 LINEAR FEET AND THE PLANTS SHALL BE AT LEAST 4 FEET IN HEIGHT AT PLANTING WITH INTENDED MATURE HEIGHT OF AT LEAST 6 FEET. THERE `,HALL BE AT LEAST 3 SPECIES OF PLANTS, WITH THE MAJORITY BEING EVERGREENS, AND AT LEAST ONE-THIRD OF THE PLANTS PROVIDED `HALL BE DECIDUOUS. FLOWERING PLUM (2 EA) 10 FT. O.C., 12' MIN HEIGHT I CHERRY 'YOSHINO" (3 EA) J 10 FT. O.C., 12' MIN HEIGHT NOT TO SCALE zip SEE D,.� 75-Q �;=vL LIGHTING NOTE 1, ALL ON SITE LIGHTING FIXTURES SHALL BE DESIGNED TO PREVENT GLARE BEYOND THE PROPERTY LINE. SIGNAGE NOTE 1. THE PEDESTAL SIGN DETAIL SHOWN ON SHEET S3 SHALL BE MODIFIED TO MEET THE 150 SQ. FT, MAXIMUM SIGN AREA REQUIRED BY THE CURRENT ORDINANCE. 2. ENTRY AND EXIT SIGNS SHALL NOT EXCEED AN AREA OF 4 SO. FT. EXISTING SHEETZ STORE N/F HENRY J. & EVELYNE D. FERRIS P.I.N. 42-A-194 ZONED: B-2 CURRENT USE: RETAIL STORE _ NEW CURB TO MATCH EXIST. -j CURB LINE AND GRADE iL RELOCATED TREE �l �iGtl1 DEf_ �5p 7� foX COUP? -__ t. BRIM=821.80 PROP. STR. INV.=815.00 TYPE: DI-3B INV.=814.90 RIM=821.60 N/F INV.=818.75 EARL S. BAILEY THROAT=6 FT. T.M. 53-A-42A LvNL�. F'P CURRENT USE: RESIDENTIAL ,FINAL SITE PLA,` APPROVE[) TZ�vrS�.D L ANDSc q r-'/tit C KENTUCKY FRIED CHICKEN: HYDRAULIC SUMMARY Culvert Design Summary n CMP = 0.023 n CMP - 0.013 Culvert Inv. In Inv. Out L ft Din. B in. S(%) Type I Number Q des cfs 000 fs 0 f s 1 820.00 819.00 60.0 24 24 1,67% CMP 11 16.54 8.44 5.27 2 818.72 818.50 6.0 _ 18 - 18 3.67X f I I 1 1 20,15 5.04 11,41 Culvert Inlet Summary, and Sump Inlet Depth and Spread Calculation. Culvert 10 fs Invert Type HW D Sx ft ft HW Elv. S read ft 1 8.44 820.00 ES-1 0.76 0.031 321.52 1 49.03 Storm Channel Desi n Summary_ CHANNEL Bose B Q 10 Depth, D Lining, L Lining Depth, d A 10 2.00 Grass 2.00 B 0 1.00 Grass 1.00 Notes: Peak dischar s for 2- and 10-Yr storms determined using Hoestod Methods PondPock Program. it BENCHMARK 2 NAILS IN WPF' ELEV.=822.24 NEW CURB TO MATCH EXISTING z CURB UNE AND GRADE -- - `� EX. 5.. MANHG-E c'? RIM-820 58 =8 2 619 EXISTING INGRESS/EGRESS PROPOSED PEDESTAL SIGN , a E- EGRESS EASEMENT. SEE MAX. HEIGHT=35 FT D.B. 808 PG. 775 MAX. AREA=150 SO. FT. ° 10 FT. SETBACK REQ'D. CONCRETE FLUME AND i RIP RAP. SEE DETAIL B 1 (TYP. of Two) PRfl'rDE 15' SirLVE�' S80'475E- �� t7(TEHSr01! _XtSTIHG CURS TO ;x bj VDOT CG-1 �'�-_ (TYP. OF 51 i i EX. D.I. DI TOP=821.48 INV.=818.88 Olz E-,� �' 4 ^, . M 42 a WY 8tX N1ANN:�LE RIM=821.37 -- INV=812.77 r l INV=811.8° EXISTING WATER VALVE w .�1 RAISE RIM ? 822.37 i ADJUSTED TO MATCH XMANHOLE GRADES � E S.S.5.� M rdHc��E RIM=821.27 INV.=811.67 i ADJUST RIM TO MATCH NEW ROAD GRADE EX. OVERHEAD ELECTRIC AND TELEPHONE SERVICE fR AND SEWER TAPS CSA FCSA TO INSTALR SERVICE LATERAL THRU METER. PROPOSED R/W DEDICATION 11 21248 S.F. EX. ACCESS EASEMENT DB 757 PG 1262 --- EXIST. TELEPHONE RISER BOX EXIST. POWER POLE era TO REMAIN UNDISTURBED. CONTRACTOR SHALL PROVIDE SUPPORT AS NECESSARY DURING cz�1 CONSTRUCTION. NO STEEP SLOPES, WOODLANDS, FLOODPLANS, WETUWDS, SINKHOLES OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. PROJECT SUMMARY TAX IDENTIFICATION NUMBER 42-A 195 ZONING B-2 ADDRESS 885 FOX DRIVE CURRENT USE VACANT PROPOSED USE RESTAURANT EXISTING LOT AREA 5.217 ACRES SETBACK REQUIRE D PROVI FRONT 35' 45'4 SIDE REAR FLOOR AREA 2,945.63 SO FT. RESTAURANT 318.64 SO. FT. COLD STORAGL FUTURE KFC LOT AREA 41,853.3 �J RIGHT-OF-WAY DEDICATED 2,248 S. I` RESULTING FUTURE KFC LOT AREA 39,605 3 S E I� LOT AREA DCSTURBED 42,Wj `'4 r? FAR ALLOWED ' !. BAR PR(;, awiMuil �� wxj rAfeyrLlr'1Vf�_:�T��/�.►�Er:tMyF�►1/��^1'�r/,y� =rr. . ` _"ERIMETER TRM D INTERIOR TREES REQUIRED '�(tEm(* 'PEES PRt'WL 4 PARK14G ACT LAI"WRK REQ'D 5% - �- PARKING LCT LANDSCAPING PROMDEu 28% LEGEND BOX TO BE � PROP!':ED CURBING PROPOSED PROPOSED CURB W/RE4ME GUTTER OF A,PPUCABLE) PROPOSED STANDARD PAVED AREA (8' 218/2' SM 2A) I PROPOSED HEAVY DUTY PAVED AREA (8' 21B/4' BM-2/1 112' SM 2A) -`- -� (ROAD WIDENING) PROPOSED CONCRETE AREA ; PROPOSED GRASS AREA j PROPOSED EASEMENT AREA EXISTIN6 CURB ZONING BOUNDARY i UTILP PEDESTALS I j EXISTING STORM DRAINAGE & STRUCTURE =-'' -- -- j PROPOSED STORM DRAINAGE & STRUCTURE=_ PROPOSED WATER MNN ------- . w �-- j EXISTWC WATER MAIN PROPOSED FRE HYDRANT PROPOSED GATE VALVE & BOX w �--- EX6TWC SAN SEWER AND MANHX.E PROPOSED SA S W'EP AND MANHOLE....�..� ; ; .... PROPO`T 1MRSROUND ELECTRIC SERVICE - -- i.E'. -- PROPOSED UNDERGROUND TELEPHONE SERVIrf --- '1 --- --- PROPCrED GA~ SERVICE J� r (LEYLAND CYPRESS (O.A.E.) -4 FT. MIN. HEIGHT) 50 FT. CATEGORY "Bh ZONING BUFFER KITH FULL SCREENING - J � 1 (FORSYTHIA - 4 FT. MIN. HEIGHT) A AKri�F+ A r,H A rr�l �v , l 6 H; -% PERIMETER PLANTING SCHEDULE` BOTANICAL COMMON NAME MINIMUM SIZE MAXIMUM SPACING QUANTITY GLEDITSIA TRCANTHISIDERMIS 'SUNCOLE" SUNBURST HONEYLDCUST 2" CAL. 0 6' ABOVE GROUND AS SHOWN 11 ZELKOVA SERRATA "GREENVASE" GREENVASE ZELKOVA 1" CAL. 0 6' ABOVE GROUND AS SHOWN 10 ILEX CRENATA 'HETZII" HETZ HOLLY 36' HEIGHT 4'-0" O.C. 24 PINUS STROBUS WHITE PINE 6 FT, MIN. HEIGHT AS SHOWN 6 NOT TO SCALE -- Giq.4PH/CSC.4LE 4�� /N FEET 7inch =20ft. 1 N 1 4 4 1 o a 0 o LLJ L 'T Q o �+-�z r VOL �,�, Wa I, V w , C A w E ^V V w!�, G 1-. SCALE- _ 1 _=�0 DRAWN BY: _ J. U. -Sr PROJECT NO. - DATE: _ 4- 74-98 SHEET C2 of 6 s f/.%': r/.'i ,HN.'� .!/1H/;l//J.'� H////rJ/:./YINHJHN://.6'./H� /J/J./1//-//I// ,////�iN/.//� /// ////;//Hfr/H, N//N/.�•¢� /N/.HI/,////.y //JH/HN` .�/,� nH� H//w/fN. N// Y NJ::9%/./JN;/S H////////////./� ,%/.////, //% r / i ,rr �Yv /�<%// ,/H ✓/ii pin 9 N �sr/i[ g .wi ���/ j J'�/i/H/, / %i:G/NN %w %i/ , :v �//�/i /N �>ii>y CONSTRUCTION NOTES GENERAL 1 The contractor sholi furnish all materials, labor and equipment and perform all work including restoration for the :ompleted installation of the utility systems and oil other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Deportment of Health, Frederick County Sanitation Authority and the contract documents. ? The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. ?he contractor shall exercise care In this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility 1-800-257-77.7. 3. The contractor sholl be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be Immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for Improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7 Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work- This permit can be obtained from the Fredenck County Public Works Department, 2. Temporary andpermanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guideknes and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to hove stone base installed at the eartiest possible date otter establishing grade No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immedintely upon completion of pipe -laying in the affected area. All unpaved areas of the site which are disturbed by this :onstnictior shall be provided with 4' topsoil, 1ertihzed, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a ;,)od lawn quavy gross cover. Areas not graded shall be disced,:leveled and seeded to achieve lawn conditions FIRE do RESCUE B,,rn.iny ct >ano cieorirwg debris requ.res a permit from the Fire War". Burning of construction debris an site s prot+fi:teQ Access for emergency vehries must be maintained at all t-r>vs d construction. Temporary street signs must 5e Dosted as ccvstrwtion begin. ,antroctex must ensure that pn�gq ar*,ed velucles do not impede xcess to fire ^idrarts } re ►w-1,7ts cre r-ot to be obstructed 1 any *,in*. FREDERM COUNTY SANITATION AUTHORITY linter ,ate sewer .;,es 'are tl= oe constricted in accordarxe with tt m plans and st>~e kotions and shall oddiibonolily meet all requirements of the €re>, w'd C��- Sonitaboc Aurttiority. The contractor shah coordinate s^� ttNs OgKcy and arrange for >�wbon try the atw- M;thont7 as necessary. Exact loc for serer arxd ,rater sees to be d'erected by Live 'Frederick County 'sanitation Authority Wspector m the field. Contractor to proade assdame as the lnspector : ewe in this effort. 3 Tempor�v terrniraation of sewer Erie shag be wiith a watertightt p The ends of the laterals shall be marked with o treated 2ac4 post exte g from ug eighteen (8) inches above the ground. The top six 6) in&*s of tt* post sha! be Dwted green. Sewier eral emotions to be compatibie with gravity service to proposed buildings as Ay&,n on the Architectural dro"s. 4 TSe FCc is responsible for the Installation of water meters Before a permanent meter is set they will require. 1) the frame and cover be properly cured with its meter box and yoke bar, 2) the frome and cover be set to final grade of the lot, 3) the distbin a behreien the top of the cover and the yoke bar be between 18 and 21 inches, and 4) off components of the meter box assembly to be in proper working order. It is the contractor's responsibility to hove the Meter box instaalea correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the top and the termination point of the lateral are to be coordinated with the Authority's assistant engineer 6 The Frederick County Sanitation Authority shoil top all existing waterlines. They will furnish the materials for and make the top. The contractor must make application for and pay the cost of t is worm. 7 Frederick County Sanitation Authority approval of this site a i expires two (2years from date of approval VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Deportment of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2 All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3 When working on VDOT rigy�ht-of-way, all traffic control, whether Permanent or temporary, shall be in accordance with the current edition of AT's work area protection manual, Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04—C. 4 Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT 5 Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right —of —wayy. 6 If required by the locall VDOT Kesidency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8 The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road— way through construction and maintenance of a construction entrance in accordance with the Virginia o on & Sediment Control Handbook. Sec 3.02 Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT inspector prior to placement of fill 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" iifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street night -of -way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Speafications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-woy sholl meet VOOT minimum design standards and is the developer's responsibility. 16. if required by the local 'DOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signoge and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable bass. LAJ (1c (P T A ('0 (,a-( , �o 7, n (/v SITE ✓.5� �/Y¢ ;r y ,v r /Ni✓iii;JNi,iiii,zv. hvi,r»-' .v/w;/.W:' ,w. / ry � CIT\ g j —7 62, Vicinity Map Scale 1 "= 2000' APRIL g ilbert w. clif ford Engineers • 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (703) 898-2115 FAX: (703) 898-2115 1998 & associates, inc. Land Planners • Surveyors 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 SHE F-, T INDEX C ° O'A M SHEET C� SITE DEVELOPM,Ei,l PLAN CC GRADING & EROSION CONTROL PLAN S1 !, STORM PROFILE, SECTIONS & MISCELLANEOUS DERAILS j S2 SITE DETAILS "r NOTES S3 fi SITE DETAILS AND NOTES M1 RUSSON MASTER PLAN Owner: RUSSON 530 WHITACRE STREET. WINCHESTER, VIRGINIA 22601 PHONE: 667-1873 Developer. ALLEN PROPERTIES 1625 APPLE BLOSSOM DRIVE WINCHESTER, VIRGINIA 22601 PHONE: 665-0405 ni AN 7 P�::-032 — q Approved by Freder County un I Administrator +6 Site Plan Approval Valid for 5 Years From Date Shown Hence Project Number: 6-5-98 — REVISED PER PLANNING COMMENTS Sheet Number C1 of 6 6-26-98 — REVISED PER COUNTY COMMENTS 0 0 i 3 0 SEQUENCE OF CONSTRUCTION a First Phase. 1 Construction entrance; 2. Temporary Sediment Basin; 3. Construct drainage ditch along western property line. 4. Sift Fence, where applicable. b. Second Phase. 1 Strip topsoil to stockpile area; 2. Provide vegetative cover if over 7 days; 3. Silt Fence, where applicable. c. Third Phase: 1. Rough grade, 2 Installation of utilities and roadway stone base; 3 Inlet protection and rip rap outlet protection. d. Fourth Phase: 1 Finish grade and paving e. Fifth Phase: 1 Seeding of disturbed areas not paved; 2. Seed stockpile of surplus soils; 3 Removal of Temporary 'Sediment Basin, upon approval by County IRE \ C REMAINING LAND OF RUSSON `• 09 D ZONE: B-2 CURRENT USE: VACANT P.I.N. 42-A-195 t \ \ 5.215 ACRES NEW cuI t S � � CURB LII +9 / RELOCATED TREE EXISTING LOT AREA S EX. TREE TO � 00 A C S BE RELOCATED 41,853.3 S.F. c . PRIOR TO ANY SUBDIVISION OF' THE RUSSON PROPERTY, ORTENTER slcN FUTURE DEVELOPMENT BEYOND THE KFC, FOXRIDGE LANE SHALL BE CONSTRUCTED OR BONDED TO A STANDARD THAT �' '- - -� R• 26�8 WOULD ENABLE ACCEPTANCE INTO THE STATE SYSTEM AS SHOWN ON THIS SITE PLAN AND AS REQUIRED BY THE DEED OF DEDICATION DATED MARCH 29, 1991 AND RECORDED IN DEED BOOK 759, AT PAGE 356. ALTERNATE MEANS OF ACCESS TO THE REMAINDER OF THE RUSSON PROPERTY MAY BE IMPLEMENTE F DEEMED APPROPRIATE, AND APPROVED, OVERHEAD LIGHT FIXTURE - BY FREDERI ' COL . TY. 1000 WATT (TYPICAL OF 7) _2I i 0 5.00 l LIGHTING NOTE 1. ALL ON SITE LIGHTING FIXTURES SHALL BE DESIGNED TO PREVENT GLARE BEYOND THE PROPERTY LINE. SIGNAGE NOTE 1. THE PEDESTAL SIGN DETAIL SHOWN ON SHEET S3 SHALL BE MODIFIED TO MEET THE 150 SO. FT. MAXIMUM SIGN AREA REQUIRED BY THE CURRENT ORDINANCE. 2. ENTRY AND EXIT SIGNS SHALL NOT EXCEED AN AREA OF 4 SQ. FT. KENTUCKY FRIED CHICKEN- HYDRAULIC SUMMARY Culvert Desi n Summa n CMP = 0,023 _ n CMP = 0.013'-- Culvert Inv. In Inv. Out L ft Din. B in. % Type Number Q des cfs 10 cfs v(10)fps 1 820.00 819.00 _ 60.0 _ _ 24 24 1.67% CMP 1 _16.54 8.44 5.27 _ 2 818,72 818.50 6.0 18 18 3.67% RCP 1 20.15 5.04 11.41 Culvert Inlet Summary, and Sum Inlet Depth and Spread Calculation. _ Culvert I Q 10 fs I Invert T HW D Sx ft fi HW Flv. S ft _ 1 1_ 8.44 -1 820.00 ES-1 0.76 t 0,031 1 87-1.52 49.03 Storm Channel Desiqn Summary CHANNEL Base B Q 10 Depth, D Lininq, L Lining Depth, d A 10 2.00 Grass 2,00 B 0 1.00 _ Gross 1.00 Notes: EXISTING SHEETZ STORE Peak dischar s for 2- and 10-Yr storms determined using Hoestod Methods PondPack Program NO STEEP SLOPES, WOODLANDS, FLOODPLAINS, WETLANDS, SINKHOLES N/F OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. HENRY J & EVELYNE D. FERRIS P.I.N. 42-A-194 PROJECT SUMMARY ZONED: B-2 CURRENT USE: RETAIL STORE TAX IDENTIFICATION NUMBER 42-A-195 w ZONING B-2 u� ADDRESS 885 FOX DRIVE CURRENT USE VACANT © PROPOSED USE RESTAURANT � � ' �o EXISTING LOT AREA 5.217 ACRES 11 E SETBACKS C) o � PROVIDEREQUIRE FRONT 35' 45'+ o SIDE �cz� E' REAR BENCHMARK .w� FLOOR AREA 2 NAILS IN WPP 0 2,945.63 SO. FT. RESTAURANT CH EXIST. (' ELEV.-8222A f 318.64 SQ. FT. COLD STORAGE ME f FUTURE KFC LOT AREA 41,853.3 S.F NEW CURB TO MATCH EXISTING + ? C\1j RIGHT-OF-WAY DEDICATED 2,248 S.F. CURB LINE AND GRADE - - - ___- _ r X. S.S. MANHOLL RESULTING FUTURE KFC LOT AREA 39,605.3 S.F ' RIM=820.58 LOT AREA DISTURBED 42,000 SQ. FT EXISTING INGRESS EGRESS / PROPOSED PEDESTAL SIGN := o INV -812 6y FAR ALLOWED 1.0 / MAX. HEIGHT-35 FT. o FAR PROVIDED .08 (BASED ON FUTURE LOT SIZE) EGRESS EASEMENT. SEE - D.B. 808 PG. 775 MAX. �+-150 SO, FT. .F <, MINIMUM LANDSCAPED AREA 25% 9,901 S 10 FT. SETBACK REQ'D.". LANDSCAPED AREA PROVIDED 34.3% 13,582 S.F. CONCRETE FLUME AND ! q PARKING RLQQIR�D PR Vi Q RIP W. SEE DETAIL B I, -� - RESTAURANT (TYP.'DF TWO) (14 SPACE/100 SQ FT.) 398 (40) 40 IPF _PROVIDE 15' CULVERT STANDARD SPACES 38 38 _ S8 4� EXTENSION HANDICAP SPACES 2. 2 IE EXIT SIGN '' -� - ._� - EXISTING CURB TO BE REMOVED PARKING LANDSCAPING 121• �. _ - rr PARKING LOT PERIMETER 660 FT ---"- _ -'T PERIMETER TREES REQUIRED 1 ? PERIMETER TREES PROVIDED 17 10 f7. OP I ,a INTERIOR TREES REQUIRED 4 AINAGE ^� -- EASFM Aa f }�' ,j c �, F5:3 E.NI►�AF' ;v 4 ,. INTERIOR TREES PROVIDED 4 J 8 ' '"``+ O V 4, T PARKING L01 LANDSCAPING REQ'C- 51 'L�Ecl B� N� ti .�(_ �'A-.�r PARKING LOT LANDSCAPING PROVIDED 28% r L wEx. _' 1 MANHOLE_ . S.S. �, P , �s, s c, Ir : ✓y _ -� RIM=821INV 2 37.77 GEI�O 'RAL ' , Fs�. I � I INV =811 89 - ---------- -._.._ - 78.5' i 1 �, . RAISE RIM TO 822 37 EXISTING WATER VALVE BOX TO BE ' PROPOSED CURBW, kib-___ ADJUSTED TO MATCH PROPOSE I _ �. .' WALL MOUNTED HANDICAP►, `i 1 PROPOSED CURB W/REVERSE GUTTER (IF APPLICABLE) v a EX. S.S. MANHOLE GRADES 4I PROPOSED STANDARD PAVED AREA (� ?'8 '?' _►/ Al PARKING SIGN RIM=821.27 BUILD _ J AMIST RIM TO MATCH NEW ROAD GRADE (ROAD WIDENNG' PROPOSED Q_- INV.-81 L67 PROPOSE[} HE,AVT DOT) PAVED AREA IB 21'8/4" BM-2/1 t; 4 _ F.F. ELEV. 824.1 LNG ' - BLDG it, _ 5 ( PROPOSED CONCRETE AREA DU TER ENCLOSURE -�� 'Y - `24 FT - - - 24 - 20, - -- -- -- ----- EX OVERHEAD ELECTRIC AND SEEM SHEET S3 - Q'° --r-- TELEPHONE SERVICE PROPOSED c,ZASS AREA PROPOSED 1 � � , _ I PROPOSED EASEMENT AREA 15.D0 ° WATER METER -; I W ER AND SEWER TAPS - - ° S.Op' 35.4 f FCSA FCSA TO INSTALL - w e° ATER SERVICE LATERAL THRU METER.T cuRe ElfC i r -� � � � � ZONING BOUNDARY 1� , ( PROPOSED UTILITY PEDESTALS L_ DO NOT ENTER SIGN - }� 2 ' I EXISTING STORM DRAINAGE k STRUCTURE , R/W DEDICATION AAWEp _ _ _� PROPOSED STORM DRAINAGE k STRUCTURE ���- -MW - - - 3 48 F EASEMENT � �_ `� h� e ' ' S. PROPOSE[ WATER MAIN W. 2435 _- D D D D D D D p p C'_j o RELOCATED TREE - J EXISTING WATER MN RELOCATED TREE Prz<:�sEnREHYDRANT D EXIT SIGN EX. TREE TO `?i -' : f lj�fl� `n PROPOSED (ATE VALVE k BOX w •.- . ja �� .Lys - 30. SED R 141� I EXISTK SAN. SEWER AND MANHOLE * �. _ 0 PROPOSED BAN SEVEP AND MN RXI..- J _ R SERVICE --1 r - - - �� , EX. TREE T PRQPOSED UNDERGROUND ELECT IC °E E "E� �- 1Y�4 j r +� EX. ACCESS I - NTER SIGN BE RELOCATED - - - - ---- - - -- --- - PR(N"1SED >a E EPhONF ERVX.E -�L -�- f EASEMENT Ntr �I F- -... PROPOSED CG ! \ r % i DB 757 PG 1262 ! r ` F --, I MOVE 10 FT. OF EX. 2; RCP 1 7 -- - __ z � 1'8.p'-------- -- EXIST TELEPHONE RISER BOX co -- -- 1 () MENU BOARD O�H! GREASE TRAP ORDER MENU _8WD _ ll 10.77 S 9 A C� E PLANTINGS FOR FU SCREEN SHALL NOT - -- _ --- BE PLANTED IN ST RM CHANNEL `` � Ex. 8° wAr�+�� RELOCATED - --��-� r 1 _ 2" p` -"__ --- - I _ L4STic ~- EXIST. POWER POLE -� Pft�E B CU. YDS. UT--�W 0TREE /a -"' _ h� CAS �NAiN -� � TO REMAIN UNDISTURBED EXISTING 6 F1. HIGH HEDGE BASS Al RIP RAP. SEE SECTION A / it CONTRACTOR SHAH PROVIDE ___-- '- --- TO BE TREATED PER DETAIL xh7 ]j _ / �. SUPPORT AS NECESSARY DURING - - SIB 70 fox cove � � CONSTRUCTION. - -- ----- - -- ---- - - �i�130,� Y � T ICG-1 - -- --- 300 j7 pF FOG J '� I ' r ----� (WHITE PINES-4 FT. MIN. HEIGHT) _ /' r ( (FORSYTHIA 4 FT. MIN. HEIGHT) I�7 E DEDICATED F1 50 FT. CATEGORY "B" ZONING BUFFER WITH MODIFIED FULL SCREENING (WHITE PINES-4 FT. MIN, HEIGHT) WHITE PINE (3) ARBORVITAE (12) WHITE PINE (4) 7 17 V 17 7 �7 V 7 17 7 0 0 5 FT. O.C. 6' HIGH, 3.5' O.C. 10 FT. O.C. ©©G O G G G� 00 WHITE PINE (3) STORM CHANNEL 5 FT. O.C. STORM CF-iANN L X - ( X �- EX. FENCELINE 50 FT _-� EX EOP EXISTING TREES 3" DW. TO REMAIN, CONTRACTOR TO FOX RIDGE LANE CLEAR UNDERGROWTH AND PROVIDE SEEDED LAWN PLACE WHITE PINE CLUSTERS AT 50 FT. INTERVALS (MIN.) EXACT LOCATION MAY VARY UPON REVIEW OF EXISTING TREE LOCATION. CONTRACTOR TO COORDINATE WITH FREDERICK COUNTY PLANNING STAFF AND FOXRIDGE HOMEOWNERS ASSOCIATION FOR EXACT LOCATION. FOXRIDGE CONTACT. RON WOOLEY. PHONE: 678-4639 NOT TO SCALE SEE D B. 75 R p-UBI1C INGRESS & EG �' PG. 356 RED j J I EX. S.S. MANHOLE RIM=821.80 PROP. STR_ EX D.I. INV.=815.00 TYPE: DI-3B -- INV.=814-90 RIM=821.60 DI TOP=821 48 - -� NOT TO SCALE N/F INV.=818.75 INV.=818.88 EARL S. BAILEY THROAT=6 FT. T.M. 53-A-42A ZONED: RP CURRENT USE: RESIDENTIAL PE'RIME'TER PLANTING SCHL'D(1LE BOTANICAL COMMON NAME MINIMUM SIZE MAXIMUM SPACING QUANTITY GLEDITSIA TRCANTHISIDERMIS "SUNCOLE" SUNBURST HONEYLOCUST 2" CAL. 0 6' ABOVE GROUND AS SHOWN 11 ZELKOVA SERRATA "GREENVASF" GREENVASE ZELKOVA 1" CAL 0 6' ABOVE GROUND AS SHOWN 10 ILEX CRENATA "HEfZII" HETZ HOLLY 36' HEIGHT 4'-0" O.0 24 PINUS STROBUS WHITE PINE 6 FT MIN, HEIGHT AS SHOWN 6 50 FT. CATEGORY "B" ZONING BUFFER WITH FULL SCREENING WHITE FINE ', urd re; k." ,' WHITE �'Ir /N FEET 1 inch = 20 ft. tom' Z I V 0 � Z w � v w � � z W o Cn Ln w L_ O O o m ck� o C W W W W a o 0 0 a 00 co 0 00 01 M C, <T I I I I I O N (p O Q (; N N �, 0 �1 (.0 141 110Q. U_ (n w w ' 0 v UD �G1NIp "t G Wd j2W �Y cJ ­AA LL Z ��w 6 tl r. a y c iJ GryO0 cr h SCALE: =Z 0' DRAWN BY ✓. D. 5. _ PROJECT NO. DATE 4--74-98 SHEETC2 of 6- REMAINING LAND S OF RUSI)ON 04,9 70NE B-2 CURRENT USE: VACANT Rik 412—A-195 5.2'5 A(,RES, '-T Bi4. �l T/C 824.25 T/C 824.05 T/C 8: RFCD 0 824 R RM) 11) ( -E P_ _-XI"ING SHE STORE N/F I­-ENR'v J & R'ELYNE D [EPPI',, P.1,N. 42—A-194 ZONED- B-2 CURRENT U'71E. RETAIL ;TCIJ_IE T/'C 821M N/F EARL ")_ BAILEY T M. _5 3—A— 42A ZONED: RP (.URRENT tISE: RESIDENTIA- 20 10 2�? IN FEEL' I inch = 20 ft. BENCHMARK 2 NAILS IN WFF ELEVr-82Z24 I% -8'" 1 CLh_'vTRT [XiEVIGN I` ROM lE 1 TEMPS 'lR*' SHIMEW BASIN Y BE -(ITION. INSTALLED A"j FIRST ITEM OF —4)TRU SEE NAMJIVE FOR DISC I'S90N. :.VWT W H, AND ':()NS TIVI. 42-4-A 70NEF, B22 C1,q'REN' US'." VACANT �EQ ' 'Q c� ADjIJST RIM To MAT('�l W�W ROAD GRAI)E EXI'-.,'ING ENTRANCE AND lCUP/Mi To '3E REMOVED DURING FIRS' cc PHA',F 01 CONSTRU,- , TION DUB N G INSTALLATION OF SE11IMENT BASIN. 13 PE( ROVII:i AND E'_-- I S Cr_ Lo L* 0 3 cn Ell: C_ o ir Ck: w f'_ uj a- Cm D C L-j 1-n tj 00 (71 0 > co a- 00 w d LL 41 Z Cr Cr LL"j Lu C L'i x a- a- L EGE, VT EXISTV, STORM DRAM;[ & ','RUCTIUNf 1 I PROF�,`;FD 510RM DRAWE 'li STRYIPE PROKSED CU;E3NG DRAJNA,�E FLOV 6-4 PROKSED GRIME J--r, w1 PROPO'k D EKI-MENT WEA -)ROKSED SILI FEW[ SF ,'ONV';'UCTX_)N ENTRANT (�. `' _ _ RIP RAP CHANNEL LINUG SCALE: A' ;T.NCE MET PRf,TCTK)N Y< DRAWN BY - PROJECT NO. DATE: 4—_ll'4—P8 SHEETC3 of 61 Z L9 x O z 2 3 � o EXISTING FOXRIDGE LANE r w PDR�POSIED6 z PROVIDE SAWCUT AT FACE OF PROPOSED GUTTER w EXISTING EDGE OF PAVEMENT Y. CONCRETE F 1" DEEP SECTION D DETAIL AT FLUME SOT CLASSI RIP RAP FT. WIDE, 12e THICK ;TEND FROM FLUME TO LSE OF DETENTMN POND i _j MINIMUM STORAGE V O L UME AND SEDIMENT STORAGE 151 CY DRY STORAGE TOP= i 820.50' DEWATERING DEVICE (INVERT ELEV. = 19.60' c t EXISTING 31" X 39" CMPA "WET STORAGE ' I�1 `;EDIMENT CLEANGUT POINT PROVIDE MART, ON RISER - INV. = 818.31 AT ELEv -819 00 - - --p. DSWC. -- -------------- Plate 3 1 a- t ANTI- VOR TE� DEVICE DF, S'I GN j PRESSURE BELIE; I HOLES 1 /2• DIA A r� A 0 0 TOP STIFFENER (IF REQUIRED) IS #8 BEBAR WELDED �— — //� TO TOP AND ORIENTED PER- - — — _ = =I =C 0 / 0 PENDICULAR TO CORRUGATIONS. GATED II_ U \� % '/ I METAL OR 1/8"IS 14 E STEEL UPL TE.. / I I PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY PLAN VIEW I %` OPEN WHEN THE TOP IS j ��� I ATTACHED. TACKWELO�w DEo CYLINDER IS 14 GAGE CORRUGATED ALL AROUND \\� METAL FIRE OR FABRICATED FROM L.J >C L.J I J I 3 I L PROPOSED z VDOT CG-6 1 K W #6 X 12" SPACER E ( TYPICAL ) 36- I SECTION A -A N tT BAR SIZE BAR MIN.) 1 /8„ STEEL PLATE. NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 2. SUPPORT BARS ARE WELDED ;! TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP Of RISER. ISOMETRIC 6" EXISTING FOXRIDGE LANE PROVIDE SAWCUT OVER ENTRANCE WIDTH q,,� ti PAVEMENT PATCH TO MATCH EXISTING PAVEMENT SECTION SECTION E FILTER FABRIC T ;1AS` A' RIP RAP SECTION A 1_0 v Gr x CO cc Z J EXISTING VDOT CG- TO BE REMOVED PROPO')ED PAVEMENT -\ 1 112" SM--"A-1 3' BM-2 6° 218J t) EXISTING SHEETZ DRIVEWAY PROVIDE SAWCUT OVER /- PROPOSED ENTRANCE WIDTH -MATCH FXI`;IING PAVEMENT SECTION SECTION F 30, o a I --- - - MIN. 5 59' -T - -- 3 R 0 CK CHECK DAM I 2 —10 ACRES OF DRAINAGE AREA: I l i - I 3' FILTER CLOTH (OPTIONAL) __-- _-- (DOWNSTREAM VIEW) j VDOT #1 COARSE •"""�"•"' FIAT SOURCE: VA. DSWC z� I PR SED W GR N 114 1 1 /1 SM-28 4' BM-2 8� 21B j VArc'N £x;5rivG ���>>s SCOPE OR YIN 114: ;1 FOX DRIVE WIDENING DE`1rAII, d Y ?'f 3' -- I PIPE 01 TL F,t T ('0', 7DI TI0,14<~ A l� i PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL cl woo i RIPRAP 0 A PLATE. 3.20-1 i STONE CON�S~TRUC^'TION ENTRANCE, - 70' MIN 7 f FIL TFP CLIUTH F" MI'J A SIDE ELEVATION E • l ,?1Nr, ,FOUNL 7r MirJ B _ WA"HPACK i (OPTIONAL) 12 MIN L- VDOT NI I ~� POSITIVE DRAINAGE COURSE AGGREGATE H3 TO SEDIMENT TRAPPING DEVILS • MUST E,(TEND FULL WIDTH i OF INGRESS AND EGRESS VIE W PLAN OPERATION PLAN FILTEP CLOTH - SECTION A -A PEI- UKH11Y :,r HLG EXISTING PAVEMENT 5.1 MOUNTABLE REPM (OPTIONAL) a SECTION B-B SECTION A - A FII TER CLOTH KEY IN Cr - 9" ; RECOIDIIENDED FOR ENTIRE PERIbIET ER NOTES 1 APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CAL.CUI.ATED USING PLATES 3.18-3 AND 3.18-4. 3. d - 1.5 TILES THIN bilAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18 -1 4S'1 L T FENCE C l� IT VER T I N L E T PRO TE CTION i -- ENDWALL t TOE nF FILL —� CULVERT 31 �I I I I ! 1 0� L_ TOE OF FILL SILT FENCE DISTANCE 1', 6 MINIMUM IF l w IS TOWARD EMBANKMENT Ft OW OPTIONAL STONE COMBIATA ('ION i FLOW +VDOT N3. #357, %5, j136 OR /57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC 25 CUSS I RIPfW PLATE. 3.08-1 fa j EXISTING FOXRIDGE [AN[ -11 fit; ' �.,t l�rfi• r",r ', SECTION G METER BOX HARDWARE SECTION B-B SECTION A - A FII TER CLOTH KEY IN Cr - 9" ; RECOIDIIENDED FOR ENTIRE PERIbIET ER NOTES 1 APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CAL.CUI.ATED USING PLATES 3.18-3 AND 3.18-4. 3. d - 1.5 TILES THIN bilAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18 -1 4S'1 L T FENCE C l� IT VER T I N L E T PRO TE CTION i -- ENDWALL t TOE nF FILL —� CULVERT 31 �I I I I ! 1 0� L_ TOE OF FILL SILT FENCE DISTANCE 1', 6 MINIMUM IF l w IS TOWARD EMBANKMENT Ft OW OPTIONAL STONE COMBIATA ('ION i FLOW +VDOT N3. #357, %5, j136 OR /57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC 25 CUSS I RIPfW PLATE. 3.08-1 fa j EXISTING FOXRIDGE [AN[ -11 fit; ' �.,t l�rfi• r",r ', SECTION G METER BOX HARDWARE SERVICE METER PIPING METER SIZE r+,KE III BOX } MI 'I k bl x vFP DIA DIA — nortr,Ttti( brat is F )rd r 32H 3,'4' 5/9' •3/4' (20 gpnl) Ford 1502 8 in '4" r2rt gpm F,rd r594 2a ,r, 77rd no. U manitor 42 cover W RML.-12 tr lid i a' f 3U n) gV Ford i504 4 r Ford no 30 man for t 2 rover 'w/ RML-12 top hq 'U m 9D Ford t'504 `4 r gird no 30 mgnit' r cover W/ RML- 12 lop 4a 4 # + i,. non -traffic area - 12' thl0 potyetheiene plastic in troffi(. )reo - reinforced concrete with 3" threK walls treated !+ 4' w-th 4 2 in traffic area - 3/4' r 3T steel plate wdti 22" T,a 14 7�'`t'^ied :entered openrnq and tar cooted both sides -s 11, be mNCT Lover piacM between lid and relnh;rred concrete bo' set 2" aorve 1 --f,n. arode prior f Tories .as reo,lrea t- y:M}rrv,I Orr ,und nQ DG+ t I NETER SETTINC PARTS -- -- Ge 41ie _ 'neter ails 'I'e Ot\qle, coke T p1iJ1 ,atVY 'M'•N Chet,1. I']N4t ., pons,on r11.e1 8 S'•,3/ r` )I EJA94- :.% HH4-,A94 !.2••G-G E' ? , ' 3/4" (504 W4-344w HH(A94-3_iTD-G FC ?; Y504 mq4--444* HH{,A94-444TD-G EC-4 ;ethny as re.lu,raq in r• I� 6traet .. I � 1 0• NSTALLATION NOTE, sideway 1 E•act location of meter boa rissembly to be approved prize to Installation y 2 Water service crossing street shall be encased In 2" dia '-CH40. PVC nr N !• "3 K 4 �Jpt'e, SDP21 piping The piping shall r,n from v one foot hevond sidewalk, across the roDFer , , street. to one foot beyond sidewol4. single meter ! installatwn .— I t al,'4 wye DUAL METER INSTALLATION 5/8" , 3/4" & 1 ' METER INSTALLATION Figure AMENDMENT NO _' APRIL. 194% I c _ W 35 ap,per _w 35 Au,9ot by R 11 9osw,t 9oakerod bell 4S' bend /� bell odM ter \� locator pey _ I _SLY7 ; 7 9oaketed i pp, ono hthnvs \_SOB J5 6'.4• i p goeketed boo rye I CI 4, —/ - rSd �._.� Droperfr i I L, - .mmrrum gr:Ye Y 1 V)TY SE1,WR SERVICE LATERAL treotyrl a�aw r,M lop 6 o+red for rJ' j t 'I I ,I �j► I 1 / W Cl W ICJ (IF, W Cr rr_ cc F 00 Cy Jt tr) I I Q rn <, rn 14 0 I •I I ea 11111 g I t I � as 40 it J LJ �, • Wiwi U. r7 N I A , >. Y 0 - 3 L 1 wza- o If) L � •1'� V G � W C? 4 c•J Cj tL Z w C IL 0 W'A 1.1 ">> !w� q � \z V O w V i Cr SC ALE= _ NNIA_�__ DRAWN BY: PROJECT NO. DATE: -- 4---916 -- - SHEETS1 or- 6 Atj � I -SPEAKER BASE - �' \ FURNISHED BY KFC/ \ INSTALLED BY G.C. U \ MENU BOARD - \FURNISHED BY KFC/ INSTALLED BY G.C. 15 MIN. RADIUS CURB - i O SPEAKER BASE - FURNISHED BY KFC/ INSTALLED BY G.C. IDl I MENU BOARD - - FURNISHED BY KFC/ INSTALLED BY G.C. \ IIDO' SPEAKER TO Fk DRIVE-THRU WW DESIRED MENU BOARD/SPEAKER LAYOUT A I AL der-Q• MENU BOARD/SPEAKER LAYOUT B SCALE 2 S101 5102 I 4' SCHEDULE 40. GALVANIZED STEEL PPE FILLED W/ CONCRETE 112' RADIUS. TYPICAL I FINISHED Gwj, PAVEMENT - --- - - r; - FOOTING _ DRIVE - T HRU CURB SECTION SCALE 3 GROUND WIRE (BLUE OR BLACK) - - — _ __ __ _ SPEAKER STAND - FURNISHED BY KFC/ - --- ---___ i NOTE: INSTALLED BY G.C. -_ -�,. �12�; WHEEL STOPS ARE TO BE USED D_NLY IN UNDERGROUND Is CONDUIT 0 _ I -- FOR 24V TO BUILDING - --- -- - .*4 CONCRETE CURB W/ — • • PARKING AREAS WHERE THERE ARE NO •s°�go 1/2'RADIUS EDGE i __ CONCRETE CURBS. SEE SITE PLAN FOR NOTES SOLDER & . , o LOCATION AND OLIANITY OF WHEEL STOPS. INSULATE BOTH O PAIR BLACK PREFAB MAGNETIC LOOP - I __ �. a° MAG. LOOP COIN.---- ___���_ FURNISHED BY KFC/ j 40- ' MIN, F ANY YERTICAL INSTALLED BY G.C. BASE PLAN OBSTRUCTION 3'- M *L FROM CURB WHITE -BLACK PAIR ----- _-- _ __.. _ � ii ,3• r j' CONCRETE II oirll ---ANCHOR CtiB `��' _ _- _- _ -_ - _-___-- __- =o = J ,,r_c =�3'S BY PRECAST CONC. ! • • r KFC/INST. WHEEL STOP • ' 6'-0' LONG W/ —'-- �,O 4 �� BY G.C. # C(2) %' DIA. HOLES - �/i ,- LOOP SUPPORT - IA 12'xt?'x36' DP. 1 \ i I CONC. FOUND. /T DIAL X 2'-0 LONG I - STEEL R005 c2 REO'D.) I' CONDUIT FOR JUMPER . (NOTE: DEPTH IS FILL WITH EPDXY TO MENU BOARD ELEC. & DRIVE-THRU CONDUITS // 41 DEPENDENT ON a .�� UNDERGROUND )'4m CONDLAT ----- c r DIA.) FROM BUILDING ---- SOIL BEARING ��,•-%'� FOR levy TO BUK.DING PREFAB MAGNETIC LOOP ® (SUPPLIED BY KFC/ INSTALLED BY G.C.) CONC. BASE - r-O'xr-O'x3'-(r -- FLUSH W/ TOP OF CURB -- - --- -- 6' PRESSURE) r_3. I -� _ DETECTION/SPEAKER ISOMETRIC MDI �`S. 6 DETECTION/SPEAKER DETAIL MDI I;?`-E-(- 7 WHEEL STOP DETAIL S125 S126 I. ESTABLISH POSITION OF MENUBOARD AND SPEAKER POST USING -- MANUFACTURER'S DRAWINGS AND TEMPLATES.^ 2. EXCAVATE FOUNDATION AND POSITION CONDUIT AND ANCHOR BOLTS AS INDICATED. CHECK CENTERS TO INSURE ALIGNMENT BEFORE POURING CONCRETE. COORDINATE WITH MANUFACTURER'S INSTALLATION REOUIFEMENTS. 3. PULL 12OV AC WIRE AND LEAVE 364 AT EACH END OF CONDLAT. 4. ERECT MENUBOARD SUPPORT STEEL AND LEVEL WITH NUTS to f 5. ERECT SPEAKER POST AND LEVEL WITH NUTS PROVIDED. i 6 CONNECT INTERCOM FROM BUILD*IG TO SPEAKER BOX - RAMP -MATERIAL TO r. BE ASPHALT y?ry -� - CONCRETE OPTIONAL z Y41" WITH HIGHWAY LSO j&_ATNCHBS YKFC/ BOLTS ANCHOR &UIT SURFACE)CROSS z INSTALLED BY BASE PLAN _ SIDEWALK G.C. ---- \ .- --- -- 6. jiI T. ENERGIZE CIRCUITS TO CHECK. � S. CLEAN UNITS WITH DAMP CLOTH AND USE TOUCH -LIP PAINT = a I ' PROVIDED WHERE NECESSARY. (_ _ _ # __ _ (8) •4 BARS 3"-- . _ 51-0' _ __ 3��____�► 9. SEE SIGNAGE NOTES FOR FURTHER INFORMATION. TOP OF CURB---Iii� I 1 , (4 PER FACE) Ya CONDUIT _� __� i4 o 00 - ,_ (8) 84 BARE, -___ _ - ,0+4! �m�+ �.'i. 0 •4 BARS TOTAL ELECTRICAL DATA (4 PER FACE) e i e I' t0' O.C. I LAMPS: (6) F60Tt2CW/HO FLUORESCENT (5) •4 BARS --- i >r. • . y a � � a?' 0D ' , O tO' O.C. t..k �1�T �pin� a�I 5, I, I NOTE: DEPTH OF AMPS: 40 FOOTING IS VOLTS: 120 FOOTLING � - 4E�T � ,���. DEPENDENT ON SOL CONCRETE - ----- BEARING PRESSURE DRIVE - T HRU NOTES „!! DRIVE - T HRU MENU BOARD MDI E _o• i2 CURB RAMP PLAN t - --- I- CONCRETE CURB in - - - HIGHWAY CROSS RAKE SURFACE SEE SITE PLAN s 4- CONC. SLAB. - REINFORCE WITH 6x6 -�- W1.4xWi.4 W.N.F. CONCRETE RAMP 1:12 MAX. SLOPE - - - - - --- ------ PARKING LOT PAVING. '/? RADIUS EDGE - '/:•-� /. NOTE: PROVIDE EXPANSION JOINTS AT 25'-0' O.C. MAX. j ICONCRETE CURB SECTION EXPANSION JOINT MATERIAL FINISHED GRADE OR CONCRETE SIDEWALK 5 STANDARD I/2•�I�_0' S10 GRADE OR SIDEWALK---- _ _ 2•-0- 6' PAVEMENT -_ I ' I y2 -o- B RAMP SECTION E_o• 9 CONCRETE CURB SECTION S106 5109 wwLG I 13 I CAR •2� CAR •1 \ . - FIRST & SECOND CAR ARE 4-' TO HAVE CLEAR VIEW OF MENUBOARD. MENU BOARD - \� r Oa - TWO ANGLES TO BE EQUAL RADIUS MAY Vk.RY SCALE MENUBOARD/SPEAKER GENERAL INTENT y; _I._0- 1IJ II&ALt 110 ALTERNATE ,/?.=I'-0' Silo SITE GENERAL NOTES NIo2 I. THESE ARE STANDARD DETAILS -LOCAL CODES PREVAIL. 2. ALL DETAILS SHOWN ON T14S SHEET MAY NOT APPLY -SEE SITE PLAN FOR APPLICABLE DETAILS. 3. EXTRUDED CONCRETE CURBS MAY BE FURNISHED AS A DEDUCT ALTERNATE NOTE© ON BID. 4. CONTRACTOR MAY AT HIS OPTION POUR CURB INTEGRAL WITH SIDEWALK AND TURN DOWN EDGE 12' BELOW FINISHED GRADE. LANDSCAPE NOTES L AREAS DESIGNATED LANDSCAPED' SHALL BE BACKFILLED WITH CLEAN SUBSOIL. FREE OF BUILDING DEBRIS. CRUSHED ROCK. MORTAR MIX. ETC. 2. AREAS DESIGNATED *LANDSCAPED* SHALL BE FILLED WITH NOT LESS THAN 4' OF TOPSOIL WHICH SHALL BE BROUGHT TO A HEIGHT OF 2' BELOW CURBINGS. SUCH TOPSOIL. SHALL BE FREE OF WEEDS AND FIELD GRASSES AND SHALL MEET THE APPROVAL OF THE KFC CONSTRUCTION SUPERVISOR. WHERE POSSIBLE TOPSOIL SHALL BE PULVERIZED. 3. IN AREAS WHERE PRIOR BUILDINGS OR DRIVES HAVE EXISTED (SUCH AS REMODEL OR REBUILD UNITS). ALL AREAS DES04ATED 'LANDSCAPED' FORMED BY CUR&NGS LAID OVER BLACKTOP OR COMPACTED STONE FROM THE PREVOUS STRUCTURES. SHALL BE FULLY EXCAVATED OF ALL SUCH BASE MATERIALS TO NATURAL SUBSOIL LEVEL. FILL AND TOPSOIL SHALL NOT BE PLACED OVER CONCRETE, ASPHALT. OR COMPACTED ROCK. 4. IN AREAS ADJACENT TO 'LANDSCAPED' AREAS. UNDER -RUN FROM CONC.FORMS SHALL 8E BROKEN AWAY MIEN FORMS ARE REMOVED. S. BACKFILLING MATH WET SOIL SHALL BE AVOIDED IN AREAS DESIGNATED 'LANDSCAPED'. 6. DRAW ING OF WASTE CLEANING FLUIDS SUCH AS ACIDS, OIL. ETC. SHALL NOT OCCUR IN LANDSCAPED AREAS. 7. ALL UNDERGROUND WATER LINES. VALVE BOXES, ACCESS PLATES. Y ETC. SHALL BE CLEARLY MARKED BY A STAKE AND RED RIBBON BY THE GENERAL CONTRACTOR PRIOR TO THE STARTING OF FINISH GRADIING BY THE LANDSCAPE CONTRACTOR. 8. {LANDSCAPE IS TO BE DESIGNED ON A PER PROJECT BASIS AND TO BE COORDINATED WITH THE CONSTRUCTION MANAGER. ' STANDARD DRAWN BY AAE CHECKED BY ACE DATE JIM C I"T ?£VISIONS DESCRIPTION VARIATION DRAWN BY CHECKED 6Y DATE SHEET TITLE SITE DETALS TRIX ALL UWRATKN 6000.01 VARIA TION STANDARD DRAWING NUMM S020L.W mummmm EET NUMBER �sce<6000aI�90201.ti(i!-_---- NOTE: ALTERNATE ENCLOSURE SIZES MAY BE REOUIRED DUE TO LOCAL DUMPSTER AND CONTAINER SIZES. VERIFY WITH LOCAL SANITATION OFFICIALS FOR ENCLOSURE SIZE NEEDED. 17' 4• f 6'- 7' LINE OF CHAIN LINK FENCE AND POST LINE OF CONCRETE SLAB 6' SCH •40 GALVANIZED STEED. PPE FILLED W/CONCRETE. (2) 5'-6'Wx6'-0'H PAIRED GATES ♦ �Z7 4 � � I 6' CONC. SLAB W/ 6x6 W2.9xW2.9 WWF I � 12' - 6. t ♦ 4' SCHEDULE 40. GALVANIZED STEEL PIPE FILLED W/ CONCRETE EXPANSION JOINT i0 •. o - -_A o I - i' PAVEMENT PIPE & FOOTING - J r i 4-84 BARS VERT. 6' SCH. 40 GALVANIZED STEEL } 1. PIPE FILLED W/ CONCRETE TO EXTEND 36' ABOVE SLAB ♦ r` r (TOTAL LENGTH 6'-9•) ♦ 4-24 STIRRUPS ♦ 2' 9' SCALE GATE POST SECTION ,/2._,,_o.E w Ir 4• �► FENCE AND POST. EXTEND TO 2'-6' INTO TURN DOWN SLAB. J1 ao 3'-6'Wx6'-0•H 1, 6' SCH. 40 GALVANIZED STEEL GATE PIPE FILLED W/ CONCRETE TO EXTEND 36' ABOVE SLAB (TOTAL LENGTH 5'-9') I I a It, 91% 6x6 W2.9xW2.9 WWF J I N (V O, W % u o F"SHED GRADE . 1i r, (t, � ,U ■ �, 4 DOWELS 3'-0' ! 4' COMPACTED F!LL LONG 032' O.C. r i 4-84 BARS VERT. (2) •5 BARS �' ,� i 4-84 STIRRUPS CONTINUOUS 8' SCALE DUMPSTER ENCLOSURE PLAN 1/4•=1.0- ow 0 N 0 DUMPSTER ENCLOSURE SCALE 6 WALL SECTION '�2'-i'-°• S141 TENSION WIRE AND TURNBUCKI DROP ROD & FORK (2) HINGES WELDED IN Pt_ACE (65A' x 1%* PRESSED STEEL CAL VANIZED INDUSTRIAL HINGE 2 PER GATE) SCALE 2 DUMPSTER ENCLOSURE ELEVATION /,•._o• �6y T YP. 4-04 BARS VERT. 6' PIPE 4 - • 4 STIRRUPS ♦ 9' 4► g i PLAN VIEW SCALE �r DUMPSTER DETAIL 1/2' -0• 1 SIGNAGE NOTES: I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL. ROUGH-IN'S AND FINAL ELECTRICAL CONNECTION. 2. ALL REMAINING SIGNAGE WORK - INCLUDING FOOTINGS. POSTS AND INSTALLATION - SHALL BE BY SIGNAGE VENDOR. PYLON SIGN INFORMATION - AREA: 114.11 SO. FT. - LAMPS: (2) F84Ti2/HO/CW AND (12) F96T12/HO/CW - BALLAST1 (2) •51-861 & (1) •51-745-J AMPS: 14.60 SERVICE: HINGED DOOR WE►G}iT, 800 LBS (8'xl4' D/F TP) COLUMN WEIGHT:1718 LBS. OY4' O.D. PiPE COLUMNS - BY SIGNAGE ERECTOR READERBOARD SIGN INFORMATION AREA: 40.67 SO. FT. LAMPS: (5) F96T12/HO/CW BALLAST: (1) 851-861 AMPS: 5.40 SERVICE: SLIDE FACE WEIGHT:180 LBS (5'x8' D/F) DIRECTIONAL SIGN INFORMATION AREA: 7.1 SO. F T. AMPS: 1.2 SERVICE: REMOVE TOP FILLER 'ENTER/EXIT' 8,-10-Y4' SIGN BY SIGNAGE ERECTOR ELECTRICAL ACCESS HOLE w/ REMOVABLE �— ;A a PLATE COVER 3' DiA. STEEL , PIPE 01RECT cm% d IMBED BY �. GRADE 7 • 3'-0• 7 I' ELECTRICAL 5'-10-Y4' 3'-0' y/e' SIGNAGE ERECTOR o i 40 of# t CONDO T i GRADE '^ A % ♦ I ICI CONCRETE PIER L,_ -1 -' t� -1 i'T `° I i ,► I`` L 1 zo -1 VERTICALARS ANO�c4) 64 BARS HORIZ. IN f - —1-- --j-1 0'� 4 EACH FACE - BY SIGNAGE ERECTOR L — L. ,.I 12' SOUARE o --------- _ -- o 13' - 61/2' FRONT VIEW 8'-0• CONCRETE PAD w/ (9) •5 BARS TOP & (4) V X 36' X 4' ANCHOR COVER BOLTS THREADED 4' MIN. PLATE BOLT TO EXTEND 4)4' OUT Or BASE 5 TOP OF FOUNDATION. (2) 1' PLATE HEX NUTS AND (2) 1' FLAT WASHERS PER ANCHOR TO BE �- FURNISHED BY KFC & a INSTALLED BY G.C. CD Ln (4) •4 REBARS W/93 TIES (NJ o O 12` O.C. LOCATE 0 a ALTERNATE LOCATIONS FROM ANCHOR BOLTS. PAVEMENT OR GRADEco r J CONDUIT (' a CONC.BASE o o NLA 3 TIES AT 12' O.C. i� N ix a 90 MPH WIND LOAD � � 2•-0' DIA. � SCALE LIGHT FOUNDATION - 1000 WATT I/2' o' LiNE OF CONCRETE PEDESTAL FOOTING BELOW N o/ 4' ♦ ♦ ------ ALLOWABLE SOIL PRESSURE (PSF) DEPTH 8,000 OR GREATER 5'-0' 2.500 TO 8.000 7' - 6' 1,500 TO 2.500 8'-6'- t STEEL OR ALUM. RAIL "' ^' 2' SOUARE POST SO. PICKETS 0 6' O.C. %}— 11/2' BOTTOM RAIL FORM ROUND HOLE USING ALUMINUM 2 S' x 4-Y4' SLEEVE GROUT FULL W/ NON -SHRINK GROUT (SAME S17E AS 12 OZ. SODA POP CAN) SCALE 4 HANDRAIL DETAIL 3/8-16 SS CSINK BOLTS SWIVEL POIN T WATER TIGHT SLEEVE I' 41/2• STEEL TUBE 90 MPH WIND LOAD BASE SCALE COVER LIGHT BASEPLATE - 1000 WATT 1'12.7:1 D. 1 8 '/'2' X 12" x I? BASE PL A T E. 6' T YP. ♦ I 4' SCHEDULE 40. GALVANIZED (S E SITE `r STEEL PIPE FILLED W/ CONCRETE lk '/2' EXPANSION JOINT PAVEMENT o I PIPE & FOOTING Q ♦ v e Y-6- SC AL E GATE POST SECTION 112' 0• II c� Ln r• /i 6' ! REMOVABLE & REPLACABLE. PROTECTION ARM CLEARANCE 9'-10' ^-1 in ' RUBBER TRIM 4' TALL RED REFLECTIVE LETTERING T YP. BOTH SIDES CD 12' m � Q N 0 10• CIRCLE BASE PLATE DETAIL G PAVING STANDARD CONCRETE CURB ulAwN PA&E • 3 CIRCULAR TIES 0 8' O.C. A&E '.H1 CKk ;� dy (7) ■4 VERTICAL BARS EOUALLY SPACED DAIS OCTOBER 24, 1997 (4) GAL VANIZED Y4' DIA. X 36' LONG RJ vN('N" j d ON BOLTS W/ 3' 90' LEG. NUTS & WASHERS ARE ALL PROVIDED WITH POLES BY MFGR. 18' DIA. CONC. F OUNDA T ION SCALE SOF FIT CLEARANCE SIGN �112•.I'-0• 9 CHAMArVNSINIUMIMEER0118$ES SEE DETAILS 1 & 2 , ON SHEET S2 FOR SITE LIGHT SOFTiT CLEARANCE 1. FAQ TO IIE 9 GALIE aA1O0 IFSH iMV4=WMTELY 71 TYP. LOCATION OF SIGN SEE DETAIL 9 SPEAKER POST & THIS SHEET, 2. PRHOUIM & IIIIIIISTALl ? ML) TH nWACT STWS IlrT1MID ElI ME NUBOARD , _ • _ . . _ . _ _ . _ . _ . _ . . _ . _ . _ ... _ . _ . _ . _ . _ . _ . _ .� TRASH WTO CHMr1 LlK F ANNIC. FULL NEXH T OF GATES F1W91 OF SLAYS 2.0 FOOT OSURE BULL BE BALED U AiEI-Mat TO MATCH D PS" DQOSUW CANDLE MIN. <L-� I SEEENCLDETAL I i GATE FRAW SHALL CIONSW OF t Off. CAUL. POE. FILLY E10ED THIS SHE E T. AND GRCIM SMWTIL, Oi ISO" HMIs FAw F BON 109WS 2.0 F G(1 T ' i LOCKM OVCE FOR GATE - CANDLE MiN. O 1 4- S>r>p'PLT ORS AW & FCM ASSE1_®T I" PAD I = CAPPAUFT VARIATION 20' C ONC. 5.0 FOOT FOR PAS GA>�,• DR,VE 1 �' CANDL F MIN. SITE LiGHT SITE LCHTMlG NOTES SITE LIGHTicip Cl o L _ FOL DATb1 SHALL HE FEED & 16TAL1.ED BY C.L. Z GX_ TO VIEWT M40 IF FOR THE I WE OF FOOTM Aw R mencom NEICAKIISlE OF THE VAMMCES OF LOCAL11715 AID SOL C6i1111010III6. i GL SHMl STALL C019M MID ELECTRICAL SERVICE TO BASE OF EACH PQF— RFC TO F11R41 Flo %W MID POLE. G.G TO III STALL POLE AND CO/3ETE EL]ECTUCAL En FiCTOI. ( )NC. ! 4-1 R0W1 BLASE MAT IF FOtWED HJISC SODTUE AT c JE W A L K ( LEAST 6-BELOW F� 6i�. I KFC SITE L IG1TM PE FORM 1f3E SPEI11117i1LAT10115s i C. RAMP I - IAIMM FOOTCAIQE LEVEL OF 7-0 ON CUSTOMER AIEAS OF SH7L �:E • DETAIL I 'E ! WW" FOOTCAIQE LEVEL OF 5A AT ME-TiIUW OFMOOMM I AHHD 010MRSTM S1 T E LIGHT - IIQE AMAM FOOTCAILEVEEL OF 26JL 1 AVERAGE FOOTCAIIIIUE LEVEL. OIF Q 12 FOOTCAiQE'S Olt TIE SITE. L11111IFU WWTT RA Y10 WiA71{ MN TO 1 1r 110 GHEAYM TLMM Q L SITE DETAILS '► U007C RI LEVELS SHALL E BASED OL Sri Lxxnm omm o0 PYLON SIGN NOT GK UJDE BLLDHM LJQlTt16 M FOIOTICAIIRtE CALLIIATHOHS- 2.0 FOOT , 12.0 FOOT AREASGAPE CANDLE MIN. ! SGI M NOTES L i ,CANDLE MIN. . L CONTRACTOR TO 11E1!FT TYPES AID LOCATIM OF S05 . _ . . _ . _ . _ �.. _ . _ . . _ . _ . _ _.. _ . _ . _ . _ . } .... _ . _ . _ . _; .- . _ . _ TO BE MSTALLm SEE STE P1 AM AIiP R.FL RIEPfESEL(TATIrE cE NJ RA i ION BOTTOM AND •5 BARS SIDE VIEW — ti fi, am SLATE_ 6000.01 15' O.C. BOT TOM ONL Y NOTE: ION BY SIGNAGE ERECTOR L ALL PIMSES OF S 16TALLAT101 SHALL iEfT LOCAL 0�5. VAaA N DIRECTIONAL SIGNS SHOULD BE USED STANDARD ONLY WHERE DIRECTION IS REOUIRED 25'-0' + 35'-0' r X ALL FOtMAT101S SMLL REST ON EARTHL - OR INCLEAR. �S0302.601 -- 4. IDSTAu AT101 M40 MWNMAYUW OF SiICifS TO HE 1ENF1FD PYLON SIGN DIRECTIONAL SIGN W 1 Clul -� L Z W ELECTRICAL BOX uZ p AND CONDUIT �o LAJ CONCRETE FOOTING w: (3) 04 BARS EACH 1 " WAY EACH FACE EOUAL.LY 1 p 1 SPACED - BY SIGNAGE 517E LIGHT " ERECTOR DTH TIE St11 1MIt1=lIC Mat MD RFC iiiiEP'iESWATIIIE SAMPLE SITE PLAN = 30' - S. ALL EXTERI R SOVA;E MICI IAIM S1'PORTS AND BASES, TO RE "ADIS" AND NISTAI IED BY VC. NOTE: SITE LIGHTING LAYOUT TO BE COORDINATED 6. FLFLTTiCAL SERVICE F1pIIL9ED & NSTAHIED BY Gr _ SCALE 10 WITH KFC/LIGHTING VENDOR. '/4'=►' 0• 7_ S3 C=: ETE SWILL HAVE A STIEWTIR OF 3.000 P'SL N/F SMITH ZONED: RP USE: AGRICULTURAL L S N/F ARPENTER ONED: RP RESIDENTIAL av'4 4'25" E1403. 70, Ht SMNNGS 1 4 N/F SMITH ZONED: RP USE: AGRICULTURAL N/F LUTTRELL ZONED: RP USE: VACANT daftowir" 40 20 0 40 80 (�NfEEr) 1 inch 40 fl. / / / I "-7 4 °�` REMAINING LAND OF RUSSON �040 ZONE. B-2 CURRENT USE: VACANT- P.LN. 41-A-195 5.215 ACRES GA`" _7 '-�- PRIOR TO ANY SUBDIVISION OF THE RUSSON PROPERTY, OR FUTURE DEVELOPMENT BEYOND THE KFC, FOXRIDGE LANE SHALL BE CONSTRUCTED OR BONDED TO A STANDARD THAT WOULD ENABLE ACCEPTANCE INTO THE STATE SYSTEM AS SHOWN ON THIS SITE PLAN AND AS REQUIRED BY THE DEED OF DEDICATION DATED MARCH 29, 1991 AND RECORDED IN DEED BOOK 759, AT PAGE 356. ALTERNATE MEANS OF ACCESS TO THE REMAINDER OF THE RUSSON PROPERTY MAY BE IMPLEMENTED IF DEEMED APPROPRIATE, AND APPROVED, BY FREDERICK COUNTY. EXISTING LOT AI 41,853.3 S.F. ZONED: RP USE: RESIDENTIAL EXISTING SHEETZ STORE N/F HENRY J. & EvaYtE D. FERRIS P.I.N. 42-A-194 ZONED B-2 CURRENT USE. RETAk STORE F,, 1 11 Jv sr 'v/P EMMART ZONED: B-2 USE. SERVICE STATION PROPOSED R/11 DEDICATION 2,248 S.F. 10, S10*07'54"W-42.34' N/F BENHAM ZONED: B-2 USE: SHOPPING CENTER m wl J 4 O o z 'te L m �+w�w Qcp 1—NZ 6 o U 00 SCALE: DRAWN BYE 140.5. PROJECT NO. DATE: 6-24-98 SHEETMI of / %%, i•/."; .//.'..//J./ /, l%l////% :Y/// .Y///-Jd' ///J'N//:/N iJK' :'�/AY.//N'iY/l✓;iY%.Y.7/✓/%' /H/: /.Y✓NJ. //J /✓ /A/ 1/// F// / � !fir .Y//'. T xx 3 1 y Y :/r !ii/ /��%ii /rw yiovidJi//�'' � ,✓r �;Jn' 9 /ii. %Jv� `�%loll' CONSTRUCTION NOTES GENERAL 1 The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the ,ompleted installation of the utility systems and all other improvements shown or implied as necessary for the ,ompleted facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with apphcabie Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Heafth, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss lJtilit ` 1-800-'157-77,,. 3. The controctor shall be responsible for all construction stakeout. All dimensions, elevations and locations sholl be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtoin, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7 Cutsheets shall be submitted to the En ineer for approval prior to construction. All cutsheets should show existing ground elevotions at centerline of u�ility, structure or road, and offset hub elevation. EROSION CONTROL 1 A Land Disturbance Permit will be required prior to initiating any site work This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced ore to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4' topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE do RESCUE I. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site s prohibited. 2. Access for emergency vehicles must be maintained at all times dunegg construction. Temporary street signs must be posted as construction begins. Contractor must ensure that poO.ed vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY Water and sewer lines are to be constructed in accordance with these plans and s ecifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate w rh dins o7nccyy and arrange for inspection by the Sanifation Authority as necessary. Exact locatons for sewer and water services to be directed by the Frederick County Sanitation. Authority nspecter in the field. Contractor to provide assistance as the Inspector mo require in this effort. 3 Temporary termination of sewer line stro l beplugged with a watert+gh? plug. The ends of the laterals shall be /irked with a treated 2x4 post extending from the ug a teen (18) +riches above the ground. The top six (6) arches of the post shah be painted green Sewer is erol Zatxm to be compatible with gravity service to proposed buildings as shown on the Architectural drawings- 4 T:he FCSA -is responsible for ttvP insulation of water meters Before a permanent meter is set they will require 0 the frome and cover be property aligned with its meter box and yoke bar. 21 the frame and cover be set to final grode of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the mete+ box ossembly to be in proper working order It is the controctor's responsibility to hove the meter box insta++ed correctir. 5. '''ve Frederick County Sonitation Authority shop install ali water cnd sewer services that connect to existing lines. Tine kocatton of tine top and the termination point of the lateral ore to be coordinated with the Authority's assistant en g,neer 6 The Frederick County Sanitotion Authority sholl top ail existing waterlines. They will furnish the materials for and make the tap The .contractor must make opp4catian for and Day the cast of t is work. Frederick County Sanitation Authority approves of this site an expires two (2) years from sate o► approval VIRGINIA DEPARTMENT OF TRANSPORTATION 1 Ali work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road aril Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and an other state, federal ar local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. Ail construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations 3 When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VOOT's work area protection manual. Furthermore, ail traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Rood & Bridge Specifications, Section 10404—C 4 Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work. on VDOT right—of—woyy 6 If required by the local VDOT Kesidency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection 8 The Contractor will be responsible for maintaining adequate access to the project from the adjacent public rood - way through construction and maintenance of a construction entrance in accordance with the Vir inia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9 Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until on adequate design can be determined by the engineer and approved by V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in C lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within Plus or minus 2% of optimum moisture for the full width of any dedicated street n ht-of-woy. At the direction of VDOT Inspector density tests performed by a qualified independent agency sho� be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval 14. VpOT Standard CD and UD underdroins shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector, 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-woy must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acre tonce by VDOT of any streets, any reqgu�ired street signoge and/or pavement markings must be installed by the developer or, at VDOT's aiscretion, by VDOT on on account receivable basis. / /y f / 4 f ryir 3 . u,v ,� //J; ✓iiiNij� „/r R C i///%Nf1:/.C%////%/// i�h ////:////�sJ/'A✓:'/,� /N✓-„S�N:H//:J/N-Y/✓:/J///✓/// nfN;//Ni:B�H.✓AY, �J yY g1 d r ;»- ! i, � � i ;u �vv,4 rw �,v,.yv✓,.Yr � ;.r :vJ:uw r N r r.1,gj/� � :rii•/iv.�:/y Ji.JJi✓::cviisv� J.rJ:vav:✓iii � Ji/j� imc� ,;.oarJ.m✓/:-;i .✓si ;� ;/ter:%ry/.zv/.av ✓J .u� ..vwv „�ov�, 4 or .,.// //.r/'/r;.pN / N////.7//F//r////H/iiyJ,%/. ,..%.•i/ir.p. ./ vMN^aA�".: / ,/N�iAH, '�Y)Y.:ry%I AYA:W'r 37 5T -- _` 57 N. Vicinity Maw_ Scale 1 "— 2000' APRIL 1998 g ilbert w. clif ford Engineers • 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (703) 898-2115 FAX: (703) 898-2115 Land Planners +nw associates, inn. Surveyors 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX- (540) 665-0493 SHEET INDEX COVER. SHEET r SITE DEVELOPMENT P,_Ri C3 GRADING do EROSIOP CC'YTROL PLAN S ; STORM PROFILES, SES rIONS & MISCELLANEOUS DETAILS S; SITE DETAILS AND NOTES SITE DETAILS AND NOTES i M RUSSON MASTER PLAN, Owner: RUSSON 530 WHITACRE STREET WINCHESTER, VIRGINIA 22601 PHONE: 667-1873 Developer: ALLEN PROPERTIES 1625 APPLE BLOSSOM DRIVE WINCHESTER, VIRGINIA 22601 PHONE: 665-0405 Approved by Frederick Site Plan Approval Valid for 5 Years r , n D �F 0 y Adrn istroiuf n 10 019 )te Shown Hence Project Number: 6-5-98 - REVISED PER PLANNING COMMENTS Sheet Number C1 of 6 6-26-98 - REVISED PER COUNTY COMMENTS V_ f�`rfF. 3 0 0 J 3 0 SEQUENCE. OF CONSTRUCTION edin a First Phase 1. Construction entrance; 2. Temporary Sediment Basin; 3. Construct drainage ditch along western property line. 4. Silt Fence, where applicable. b. Second Phase: 1. Strip topsoil to stockpile area; 2. Provide vegetative cover if over 7 days; 3. Silt Fence, where applicable. c. Third Phase: 1. Rough grade; 2. Installation of utilities and roadway stone base; 3. Inlet protection and rip rap outlet protection. d. Fourth Phase: 1 Finish grade and paving. e. Fifth Phase: 1 S f diet rbed areas not aved LIGHTING NOTE 1. ALL ON SITE LIGHTING FIXTURES SHALL BE DESIGNED TO PREVENT GLARE BEYOND THE PROPERTY UNE. SIGNAGE NOTE 1. THE PEDESTAL SIGN DETAIL SHOWN ON SHEET S3 SHALL BE MODIFIED TO MEET THE 150 SQ. FT. MAXIMUM SIGN AREA REQUIRED BY THE CURRENT ORDINANCE. 2. ENTRY AND EXIT SIGNS SHALL NOT EXCEED AN AREA OF 4 SQ. FT. KENTUCKY FRIED CHICKEN: HYDRAULIC SU11(MARY Culvert Desi n Summary n CMP = 0.023 n CMP = 0.01.3 �- culvert Inv. In Inv. Out L ft Din. B in. % Type Number Q des cfs Q 10 cfs 10 f s 1 820.00 819.00 60.0 24 24 1.67% CMP 1 16.54 8.44 5.27 _ 2 818.72 818.50 6.0 18 18 3.67% RCP 1 20.15 5.04 - 11.41 Culvert Inlet Su mory, and Sump Inlet Depth and Spread Calculation. Culvert Q 10 cfs Invert J Type HW D Sx ft ft HW Ely. S read ft 1 8.44 820.00 ES-1 0.76 0.031 821.52 49.03 Storm Channel Desi n ummory CHANNEL Base B Q 10 Depth, D Linin L LiningDepth, d A 10 2.00 Gross 2.00 B 0 1.00 Gross 1.00 e g o u p 2. Seed stockpile of surplus sods-, 3. Removal of Temporary Sediment Basin, upon approval by County. EXISTING SHEETZ STORE Notes: Peak dischar s for 2- and 10-Yr storms determined using Hoestad Methods PondPack Program. NO STEEP SLOPES, WOODLANDS, FLOODPLNNS, WETLANDS, SINKHOLES N/F OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. HENRY J. & EVELYNE D. FERRIS PROJECT SUMMARY IRF P.I.N. 42-A-194 ' � ZONED: B-2 CURRENT USE: RETAIL STORE 1 TAX IDENTIFICATION NUMBER 42-A-195 ZONING B-2 b6t, ADDRESS 885 FOX DRIVE CURRENT USE VACANT PROPOSED USE RESTAURANT � EXISTING LOT AREA 5.217 ACRES 9C C0� C 1 � SMACK PROVIDE RE�I D FRONT 3�' 4�' + REMAINING LAND F ; 0`� o ��- SIDE OF RUSSON D w REAR ZONE: B 2 CURRENT USE: VACANT BENCHIN�RK ~' FLOOR AREA P.I.N. 42-A-195 2 NAILS IN WPP 2,945.63 SQ. FT RESTAURANT ELEv.=822 2a ' 318,64 SQ. FT. COLD STORAGE 5.215 ACRES NEW CURB TO MATCH EXIST. b�? Q /' CURB LINE AND GRADE t FUTURE KFC LOT AREA 41,853.3 S.F ( / RELOCATED TREE NEW CURB TO MATCH EXISTING ? RIGHT-OF-WAY DEDICATED 2,248 S.F CURB UNE AND GRADE - -�"' EX. S S MANHOLE RESULTING FUTURE KFC LOT AREA 39,605.3 S.F. EXISTING LOT AREA S AC EX. TREE TO RIM=81 58 LOT AREA DISTURBED 42,000 SQ FT. 5.00 S BE RELOCATED - �_ INV =81265FAR ALLOWED S.F. � , EXISTING INGRESS/EGRESS ��� ���� SIN �1 1( � � FAR, PROVIDED '08 (BASED ON FUTURE LOT SIZE) 4t,853.3 S .1' . EGRESS EASEMENT. SEE ►�Az HEIGHT=35 FT. o �� ENTER SIGN---_ _ CC., D.B. 808 PG. 775 MAX. AREA=150 SQ. FT. ---� it r, MINIMUM LANDSCAPED AREA 25% 9,901 S.F PRIOR TO ANY SUBDIVISION OF THE RUSSON PROPERTY, OR 901 7 10 FT. SETBACK REQ'D. ; - - LANDSCAPED AREA PROVIDED 34,3% 13,582 S.F. FUTURE DEVELOPMENT BEYOND THE KFC, FOXRIDGE LANE `�� 7 CONCRETE FLUME AND _ Ij q PARKING REQUIRE PROVIDE SHALL BE CONSTRUCTED OR BONDED TO A STANDARD THAT 5�. �6�8 '� RIP RAP. SEE DETAIL B �. 1 WOULD ENABLE ACCEPTANCE INTO THE STATE SYSTEM AS (TYP. of Two) f-==- _ RESTAURANT (t 4 SPACE/100 SQ. FT) 39.8 (40) 40 SHOWN ON THIS SITE PLAN AND AS REQUIRED BY THE DEED 26.0o S 'PF ' - f PROVIDE 15" CULVERT STANDARD SPACES 38 38 f0.77 �-- - EXTENSION HANDICAP SPACES 2 2 OF DEDICATION DATED MARCH 29, 1991 AND RECORDED IN------.� •_____ �0'4� , �-= - EX1T SIGN - -�, = 1 ty A - EXISTING CURB TO BE REMOVED PARKING LANDSCAPING DEED BOOK 759, AT PAGE 356. ALTERNATE MEANS OF �� , 1. �_J I� PARKING LOT PERIMETER 660 FT ACCESS TO THE REMAINDER OF THE RUSSON PROPERTY MAY ✓d $' 81 9' �`- - -- _� r�. PERIMETER TREES REQUIRED 17 BE IMPLEMENTE F DEEMED APPROPRIATE, AND APPROVED, OVERHEAD LIGHT FIXTURE (� MENU BOARD `� ---� - }' s PERIMETER TREES PROVIDED 17 BY FREDERI COI, TY. 1000 WATT 10r� - T (TYPICAL OF 7) 0a O S I �� D��NAGE ; '`'Y �' r RT �; r l� r� > INTERIOR TREES REQUIRED 4 / C o Af�IENT `� MMA W �.. �l INTERIOR TREES PROVIDED 4 '' i 18.0' O „ T M 4-' - 4 A PARKING LOT LANDSCAPING REQ'D. 5% `� � ,I � •`r� � �3. � .} . l � � � BONED: 82 CURRENT USE_ �`A,::Ard' PARKING LOT LANDSCAPING PROVIDED 28% I GREASE TRAP -k._ �a i ,! EX S.S. MAN HOL E -- ---------- --- - - -- -- - - -- - ---- --- _ _ _ ORDER MENU - a o s S RIM=82137 - LEGEND 13oARD S' R LATE J> INV=812.77 W INV =811 89 � r�soPosfD cuRen+G EXISTING WATER VALVE BOX TO BE , ¢ � I a. - 1 �, � o RAISE RIM TO 82� 37 ADJUSTED TO MATCH PROPOSED - a- '�_ LJ PROPOSED CURE W/REVERSE GUTTER (IF APIPIICAKE) WALL MOUNTED HANDICAP PARKING SIGN - - v r EX. S.S.MANHOLE GRADE �`--"_ : -- PROPOSED STANDARD PAVED AREA (8' 218/2' SM 2A) Q - - RIM=821 27 OPOSED Q- 2'`''--- INV.=81 1.67 PROPOSED HEAVY DUTY PAVED AREA (8' 218/4' �1-2/i tj? BUILDING \� 5�bO- i ° F.F E yy� 20w ADJUST RIM TO MATCH NEW ROAD �;RAGr (ROAD WIDENING) \ N ° DU ER ENCLOSURE -_` ''� BLS HGi =Z4 4 15 - L4' �- PROPOSED CONCRETE AREA 1:'1 ---�_ 20' ----------- ----- EX. OVERHEAD ELECTRIC AND . SEE D SHEET S3 0'°' T- TELEPHONE SERVICE PROPOSED CRASS AREA • PROPOSED 1. / 15 00 a s WATER METER -.i `` r f W ER IWD SEWER TAPS PROPOSED EASEUENI AREA / S. �; 172 FCSA FCSA TO INSTALL ! EXISTING CURB _ _ -�� s ATER SERVICE LATERAL THRU METER. - - - -- y , � / 0 PROPOSED PROPOZONING eouraARY ��' ° . • • - .,,,,, .. ►� UTILITY PEDESTALS v -- DO NOT ENTER SIGN ' - 2 R W DEDICATION FYISTING STORM DRAINAGE dt STRUCTURE =---1 -- ' Z p �� '" - �r`�` �� "- / I PROPOSED STORM DRAINAGE do STRUCTURE a ��'9lNAGE - - N / _) 3 I D N , `� f I PROPOSED WATER MAN © D \ \ D D D E FAIT h D D p D D D'm v RELOCATED TREE EXISTING WATER MAN RE TREE �' F HYDRANT .., z RELOCATED EXIT SIGN BE T+'EII@�A ���o 80, P 1 PROPo`.�L GATE VAIBox -» If EXSED ISTING W SEWf Ark IAW E - �.yo - 0 PROPOSED VAN ?EWE AND MANHOLE IPROPOSED UNDERGR)UND ELECTRIC SER F ELEC r---- EX. TREE TO �.►�' - P i F --� -�- ,..�EX. ACCESS I _ - 14TER _ _ „F+ - RELOCATED PR(1P(1SED UNDERGROUND TELEPHONE SERVICE --� TEL - -- - -- � � R �EASEMENT HOVE 10 FT. OF EX 24' RCP -%� C G 1 i' - - DB 757 PG 1262 PIx,PosED GAS SERVICE - !GAS! _ 1 7 PLANTINGS FOR FULLSCREEN SHALL NOT�� r'� `�--� _ - . � � Ex. 8" wq � RELOCATED - LWJUJ BE PLANTED IN STrM CHANNEL RA+gIN TREE PROVDE 8 CU. YOS. VDOT - - �'- -- EXISTING 6 FT. HIGH HEDGE "` CLASS Al RIP RAP SEE SECTION A. -- TO SATED PER DETAIL - _ - 5`IG11T D _ FOX cove �� z130' 300 � Of F-p,�GE � � - - - --__E_ DEDICATED F -- ULAU 50 FT. CATEGORY "B" ZONING BUFFER WITH MODIFIED FULL SCREENING (WHITE PINES-4 FT. MIN. HEIGHT? WHITE PINE '3) ARBORVITAE (12) WHITE PINE (4) vvvvvvvvvvv 7 5FT. O.C. 6' HIGH, 3.5' O.C. �10FT. O.C. 0 0 0 000 00 WHITE PINE (3) STORM Ci-iANN L_ STORM CHANNEL 5 Fr. o.0 vvvvvv vvvvvo vvvvvvvvvvvv �; �'IIIIF x -- x -- x �`-- EX. FENCELINE 50 FT EXISTING TREES 3" DIA TO REMAIN CONTRACTOR TO EX. EDP CLEAR NDERGROWTH AND PROVIDE SEEDED WN PKE FOX RIDGE LANE WHITE PINE CLUSTERS AT 50 FT. INTERVALS (MIN.) EXACT LOCATION MAY VARY UPON REVIEW OF EXISTING TREE LOCATION. CONTRACTOR TO COORDINATE WITH FREDERICK COUNTY PLANNING STAFF AND FOXRIDGE HOMEOWNERS ASSOCIATION FOR EXACT LOCATION. FOXRIDGE CONTACT: RON WOOLEY. PHONE: 678-4639 NOT TO SCALE SEE D, B. 759 R PUBLIC ING-__ RESS & EG p 3G 56- EX. S.S. MANHOLE RIM=821.80 PROP. STR_ INV.=815.00 TYPE: DI-3B INV.=814.90 RIM=821.60 N/F INV.=818.75 EARL S. BAILEY THROAT=6 FT. T.M. 53-A-42A ZONED: RP CURRENT USE: RESIDENTIAL 10 J: _ t5. _ - ---- - EXIST. TELEPHONE RISER BOX P EXIST. POWER POLE - - �srlc Q` AKIN TO REMAIN UNDISTURBED. CONTRACTOR SHALL PROVIDE / SUPPORT AS NECESSARY DURING o / \ t VDOT CG-1 CONSTRUCTION. (TYP. OF 5� 1 q /., EX. D.I. DI TOP=821.48 _ INV. =8I &88 PERIMETER PLANTING SCHEDULE (WHITE PINES-4 FT. MIN. HEIGHT) (FORSYTHIA - 4 FT. MIN, HEIGHT) NOT TO SCALE BOTANICAL COMMON NAME MINIMUM SIZE MAXIMUM SPACING QUANTITY GLENTSIA TRCANTHISIDERMIS "SUNCOLE* SUNBURST HONEYLOCUST 2" CAL 0 6' ABOVE GROUND AS SHOWN 11 ZELKOVA SERRATA "GREENVASE' GREENVASE ZELKOVA 1" CAL. 0 6' ABOVE GROUND AS SHOWN 10 Q ILEX CRENATA °HETZIt' HETZ HOLLY 36" HEIGHT 4'-0" O.0 24 PINUS STROBUS EWHI:T(PINE 6 FT MIN. HEIGHT AS SHOWN 6 50 FT. CATEGORY "B" ZONING BUFFER WITH FULL SCREENING WHITE 01NE ,P`,�T�,;A NH!T, "IN' - FT ' 1 ' _ c' a ( IN Fff7- 7 inch = 20 ff. w z z Zz w � o 0 o � � Z N = a Cr a o a o a o ck: W � El- - �0C)00:0 pi cN 1.0CN C7 a� ` ILL.� § C O W aI� a� O • w bQ��� Lit 'LL x�G1Pll.4 o Z W �Ow a �V,z L �w0 e W 0 w P W 1•. a .c ., p PV% c, Z \1 r� V E, w �N 41 I r', w SCALE: ' __-z DRAWN BY' PROJECT NO. -- DATE: 4 - ' 4 - 98 SHEET C2 of 6 rAD I R ZFI� REMAINING LAND 10 OF RUSSON 70NE- B-, CURRENT USE: VACANT P.A. 42-A-195 5.2 i 5 ACRES rXIS-r r ING SHE ETZ STORE N/F I­ENR'y i & EVELYNE D FERRI':') P.IN, 42-A-194 ZONED: B-2 CURRENT Uc"F-,- RI-__TAIt_ STORE BENCHMARK 2 NAIL5;N WP ELEV-=822.24 T 824.151 _7T/C 32380-- T/C 823.50 71C 824.25 T/Cl 824.05 T/C 923.� T/C 823.6% fi2�7P T/C 822.70 T/C \� (� I I V _N WASH RkK 'T/C 822,65 IPF I` ROVI)E F C 'ULv[XT� ION RIOUIRED BASIN Ti'B[ /t 822. M IEMPORARY SEDIM[NI ' INSTALLED �,TALLED AS FRST !TEM OF T/C 824.00 T/C 824.15 -OR [)I'Xl,SSION -FIVE f SEE NARR4 T11C 822,25 F -I �l /F _VC 823.07 E,( INV -`I/C 825.00 ik+t 'AMA H, AND 'ONS 11-8184-5 ' -T/C 824.25 -T/C 822i -4 1/_�_. I T, M 4" --A a 20 1 )NEI) B_', US;. VA! .00 T/C 823.2 T 824.55 PROP. 11 V TiC 822 S4 IN=818.31 8 -50- 824 15 824.15 - 3.75 cc Kr i -- \ ­824.11 J& 822. ADJJsT IflM 'ROPOC'ED Nl_�v ROM GRADE I-T C 824.85 ELEV. NG PFC1, T/C 824 BLDG M 15 /C 824.00 /C 24.60,�, C 823 EXI,- 'IN- -NTRAA(,_E ANF: ,(jIJl,'R', TO �E RIJADE'l D-11-IN" OP"" 23.550 PHA,[ I (ON'.JP(,-1 T!"'Al DJ_�' '-B24.7r,• -T/C 82-15 -ji IN'-ITA: LATIM CI P,` BA'A, CP 924-50' Z -T /C 823 80 AMUCTION ENTRANCE WITH 1 X/C a22.15 y Wk' SH PACK 4,ND "ILTER FABRIC I ft- ----------- & 523 825 A� P22 �s T/C 823.00 7 IP J) C 322.22. Co T/r Jr,92-, T/C 823. 819.00 EX. PIPE IKV. (818.71 LA�T �' d -v- .. i \ ��, 1 �------- EX. IN Tit 822.95 8 li77 / 4 1 i T/C 822,10 . j I I N/F EARL ')'- BAILEY T M. 53-A-42A AA 11*11 i � M I= V, E ZONED: RP 'WRRENI USE: RESIDENTIA,- 10 4(l IN FEE'' I inch - 20 ft. LEGEND STORM DRAWE & ._RV-IIRF -'ROP'7�_D TORM DRAiNA(;f SIRIX-ORE ,'R()K. ED CUP DRAJNA,;F FLOW �Xr)Tft' , G, RAI * PROPOSED GRAll PW(kD (AS-MENT AREA PROPOSED Al FFNCI ONS)T7hVCTCA (NTW?'F cog RIP RAP CHANNEL LINK AT F7NCE MET PRO'ECTION > 1 2 7 • 0) G wi wi > Q LL A rx L I IdJwGW t Ct pet w � � Q �' o QN, SCALE: DRAWN BY: PPOCK)EECT NO DATE: 4 - 1�4 - SHEETC3__or-_. 6. LAJ >< C) 2 27 __j cl� 3Wo EXISTING FOXRIDGE LANE Cr-1 PROPOSED PROVIDE SAWCUT AT FACE VDOT CG-6­ OF PROPOSED GUTTER 5R EXISTING EDGE OF PAVEMENT SECTION D U-1 >< 6" CL EXISTING FOXRIDGE LANE o L.J PROPOSED ( PROVIDE SAWCUT OVER Z-1 VDOT CG4 n ENTRANCE WIDTH >< LIj PAVEMENT PATCH TO MATCH EXISTING PAVEMENT SECTION SECTION E EXISTING VDOT CG 6 TO BE REMOVED JJ PROPOSED PAVEMENT 1 112" SM-2A-J 3" BM-2-J 6" 2 16 EXISTING SHEETZ DRIVEWAY PROVIDE SAWCUT OVER PROPOSED ENTRANCE WIDTH \\\Y,r I MATCH EXISTING PAVEMENT SECTION SECTION F 18-- -- >< C) L_ < It --- --12 ID 4 Mk 5.59' �Cl: FILTER FABRIC �5 3i CONCRETE FLUME tz C DEEP PRr PSE VDOT CLASS Al RIP RAP jr, CG-6 1/4 GRADE L �A t 1 VDOT CLASS( RIP RAP 4 FT. WIDE, 12' THICK 'I 1 1112' SM-2B EXTEND FROM FLUME TO 4' BM-2 BASE OF DETENTION POND SECTION A 8' 218 "A EYIS TIN6 CROSS SLOPE OPF J OP "IN 114 " I 2 FT FOX DRIVE WIDENING DETAIL DETAIL AT FLUME MINIMUM STORA GE VOL UAIE AND SEDIMENT STORAGE 151 CY DRY STORAGE TOP= 820-50' DEWATERING DEVICE (INVERT ELEV,= 9.60' 151 C'T EXISTING 31" x 39" CMPA WET STORAG E SEDIMENT CLEANOLIT POINT PROVIDE MARK ON RISER AT ELEV =819,00 Source VA. DSWC. R1 ELEV 19 CMPA INV. = 818.31 Plate 3.14- ANTI- VORTEX DEVICE DESIGN PRESSURE RELIEF HOLES 1/2" DIA, IF o TOP STIFFENER (IF REQUIRED) IS #8 REBAR WELDED L TO TOP AND ORIENTED PER- 0 )PENDICULAR TO CORRUGATIONS. 0 TOP IS 14 GAGE CORRUGATED 0 "0 0 - METAL OR 1/8" STEEL PLATE. 0 PRESSURE RELIEF HOLES MAY BE OMMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY PLAN VIEW OPEN WHEN THE TOP IS ATTACHED. TACKWELD DIED CYLINDER IS 14 GAGE CORRUGATED ALL AR0UhlD7,1_________ METAL PIPE OR FABRICATED FROM 0 # 6 X 12" SPACER 8 (TYPICAL) 36" SECTION A —A 7" IN ?1 BAR SIZE BAR MIN ISOMETRIC 1 /8" STEEL PLATE. NOTES: 1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER, 2. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP Of RISER. ROCK CHECK DA M 2-10 ACRES OF DRAINAGE AREA: FIL (OF (DOWNSTREAM VIEW) VDOT 1 COA­ SOURCE: VA. DSWC ii 3' ,L,LAz-z i mir-RAP PLATE. 3.20-1 P 7 ANCE TONE CONSTRUCTION ENrR 70' MIN, EXISTING PAVEMENT A FIl I[ P CAJ-3TH MIN A M01-IN I ABL. E PEPM (OPTIONAL, SIDE ELEVATION EXISTING GROUND 70' MIN. I ) 10 mil" 'OPTIONAL WASHRACI, 1?MIN EXISTING PAVEMENT VDOT #1 POSITIVE DRAINAGE Ili MIN COURSE AGGREGATE TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION PLAN VIEW MIN} urt SECTION A —A SECTION B—B LIRRIN :,rIALL 11.1PE OUTLET CONDITIONS A A 3 d 0 t­f —r-- I d 0 PIPE OUTLET TO FIAT I AREA WITH NO DEFINED PLAN VIEW CHANNEL j 0 AL d SECTU)N A- A FILTER CLOTH KEY IN er-(r; RECOMMENDED FOR ENTIRE PERIMETER NOTES: I APRON LINING MAY BE REPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE REPRAP APRON AS CALCULATED USING PLATES 3.18- 3 AND 3.18-4 3. d = 1.5 IDLES THE WA)0VUW STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18--1 SILT FENCE CULVERT INLET i PROTECTION I ENDWALL V_ TOE nF FILL L CULVFPT _J TOE OF FILL 'o FENCE• Sit T DISTANCE 15 6 MINIMUM IF Fi -.,W �S TOWARD EMBANKMENT FL-)W T OPTIOiVAL STONE COM11INA TIOA 1 01 Fl.-�W _�J I&j,,)T III #57. #5. 1545 OR #57 COARSE AGGREGATE PIPRAP TO REPLACE SILT FENCE IN ' HORSESHOE WHEN HIGH VELOCAry OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08- 1 L EXISTING FOXRIDGE LANE PROVIDE SAWCUT OVER ENTRANCE WIDTH MMU11 LXISTINO PAVEMENT SECTION SECTION G METER BOX HARDWARE EPIVICF MFIER 1`1117 N(-, METER SIZE # ROx MFTER BOY iAR [,tAZ DIA For 15,0. r, r,,)r traffic Ford C32 traffic Ford C32H 4" gf.M) Ford 1`504 `4 t, i Ford no 30 monitor cover W/ RML -I' I lid � -7;4" (30 gp I Ford Y504 4 it, Ford no 30 monitor (over W11 RML-12 to lid I" t5c ;n,. 3p I! —or Yl�()4 in Ford no 30 monitor 0 cover W1 RML- 2 top lid1 1 In i,,,n-Ir,iffic a(eo - 11 thick polyethelene plastic 4" with In traffic area - reinforced concrete with 3" thick walls -treated 4`x In traffic area - 3/4" x 30" steel plate with 22" dia top 16painted blue :entered opening and for coated both sides is 1(t be meter cover placed between lid and reinforced concrete box 1 set above J /-fin grade poor varies as required to sodding _T corporation 1_�iv F A stop 3" stone bedding 18*-:,1' ,,,metmr by F A meter N.x meter su"oundo surroundinq box 3 rl Yr deep E_-elp angle check 4al angle 36"min with drain valve with d 4 81 1,,- 45' 8"mit) -al 3, U U _4 typ K '(*per tying tubipe, tLib"n continuct I, i joints') without joints From without water in main water main to meter Main 6" --- stone bedding METER SETTING PARTS linee size size Y(*' yoke ball valve angle check a valve expansion wheal 3/4 5/Tx3/14' Y!'02 EA94-223W HHCA94-323TD-i-, EC-23 1 )/4" )1504 W4-344W HW-494-323TO-G EC-23 I Y504 BA94- 444W HHCA94-444TD-G IC-4 --transition to meter setting as required curb & gutter street in v, '111 M 2 2 to back of r- It I, lyr'. �," t,,r -A - INSTALLATION NOTES 1 Exnct location of meter box assembly to be approved prior to installation. Water servi(e crossing street shall be encased in .1" dio. SCH40 PVC or 4 ty c SDR` I piping The piping shall run from one foot beyond sidewalk, across the upper street, to one toot beyond sidewalk singlea meter 1'' nstoll ti)n ,.3/4we DUAL METER INSTALLATION i 5/8" 3/4" & 1' METER INSTALLATION F'Igurq AMENDMENT NO 2 APRIL 1997 -SW j5 bir qe$kotort SOW i5l =11. befi 45' bwO twit odairt t& % / ixot, peg pc�& and i5thrips 6%4' 'Jo9kered 10 w i sc "K "ape, r) 4 4 I core. li treats 2". with taptd 9,eer 4' ppe ot 2 00T OTY SEWER SERVICE LATERAL figure 15 c/1 c'") Lj Lj Lj C W CA:: ckC 'LIZ, t;q cti r e_ < a o > U_ CIS co 410 00 4 J co 2) W o"11 y U_ A v) z 0 4. z (y qleVV /i aoa 2 Lu 0, 0 Lu 03 V) - 3 C) (A Uz UJ LLJ 0 6­71 L WL Q) SCALE: A DRAWN BY: J Z", S. ozi 010 LO V, Z r PROJECT NO. DATE: 4 - 22 - 945 SHEETS1 OF 6 ��+t• CURB ! 4• SCHEDULE 40. GALVANIZED CURB o I STEEL PIPE FILLED W/ CONCRETE qr -- -- - I 4. - F/2' RADIUS. TYPICAL SPEAKER BASE SPEAKER BASE 4 FURNISHED BY KFC/ FINISHED t I P�' FURNISHED BY KFC/ ! \ INSTALLED BY G.C. ` GRADE o INSTALLED BY G.C. of j PAVEMENT i -MENU BOARD - ``-' \FURNISHED BY KFC/ ( .Av �--_ MSTALLEO BY G.C. MENU BOARD I I FURNISHED BY KFC/ I INSTALLED BY G.C. I ' 15 MIN. RAONJS j 80' SPEAKER TO DRIVE-THRU WI AW DESIRED 3'-6'D x 1'-61w FOOTINGALE MENU BOARD/SPEAKER LAYOUT B SC,-o• �? DRIVE-THRU CURB SECTION �lo _ GROUND WIFE (BLUE OR BLACK) 1 SPEAKER STAND - 12* j I NOTE: --- - -- I FURNISHED BY KFC/-----------__i WHEEL STOPS ARE TO BE USED Q� IN UNDERGROUND I • CONDUIT INSTALLED BY G.C.---i—,� - — II CONCRETE CURB W/ 1 I PARKING AREAS WHERE THERE ARE NO FOR 24V TO BULDNVG I�O � A I - ----- \ i . to •\.ag°R D US EDGE I �CONCRETE CURBS. SEE SITE PLAN FOR NOTE: SOLDER & °°-RED-BLACK I`` , p LOCATION AND OUANITY OF WHEEL STOPS. INSULATE BOTH _ _-- �� PAS PREFAB MAGNETIC LOOP - - \ I MAG. LOOP CONIN. — I FURNISHED BY KFC/ \ INSTALLED BY G.C. I BASE PLAN ET -MC ANY VERTICAL WHITE -BLACK PAIR - — -- - - --- �� �\ 0 S T RUC ION OR 3' -0' MIN. FROM CURB CONCRETE Ids I ! a Y� I (II a omr- olF,l -ANCHOR - - CURB- - - I PRECAST CONC. INSTY WHEEL STOP 9. ' I 6'-0' LONG W/ BY G.C. i I (2) %' DIA. HOLES _�/i LOOP SUPPORT 12•xl2•x36' DP. 1 DIA. \ --�-- i CONC. FOUND. I /2' X 2'-0' LONG I' CONDUIT FOR JUMPER I STEEL RODS (2 REO 0.) 1 TO MENU BOARD �. I (NOTE: DEPTH IS FILL WITH EPDXY ' ELEC. A DRIVE- THRU CONDUITS / I DEPENDENT ON a UNDERGROUND Y4' CONDUT - c r Di A.) FROM BUILDING - -- Q SOIL BEARING o J - <<, FOR 120V TO BUILDING g' PRESSURE) PREFAB MAGNETIC LOOP 0, CONS. BASE - 1'-0'xl'-0'x3'-0' \ I FLUSH W/ TOP OF CURB r-3- (SUPPLIED BY KFC/ INSTALLED BY G.C.)ISCAL DETECTION/SPEAKER ISOMETRIC MDI S. 6 DETECTION/SPEAKER DETAIL MD► SCALE_o. 1�26 WHEEL STOP DETAIL 5125 5 f I. ESTABLISH POSITION OF MENUBOARD AND SPEAKER POST USING \ ! -_9' . _-__�► �► `'-O'_ _ 1 MANUFACTURER'S DRAWINGS AND TEMPLATES. I 128-0'� 2. EXCAVATE FOUNDATtON AND POSITION CONDUIT AND ANCHOR _ I i BOLTS AS INDICATED. CHECK CENTERS TO INSURE ALIGNMENT _ RAMP MATERIAL TO BEFORE POURING CONCRETE. COORDINATE WITH MANUFACTURER'S .N I __ • - --�- i ; BE ASPHALT INSTALLATION REQUIREMENTS. z -- (CONCRETE OPTIONAL a I 3. PULL 120V AC WIRE AND LEAVE 36' AT EACH ENO OF CONDUIT. _ ii I WITH HIGHWAY `y I - ANCHOR j CROSS RAKE 4. ERECT MENUBOARD SUPPORT STEEL AND LEVEL WITH NUTS :n I 4' ANCHOR BOLTS ONOUIT SURFACE)-- - is PROVIDED. S B KFC/ SE BAPLAN I J` 5. ERECT SPEAKER POST AND LEVEL WITH NUTS PROVIDED. I + I INSTALLED BY I ; I SIDEWALK--- �p a 6. CONNECT INTERCOM FROM BUILDING TO SPEAKER BOX. -- -- t I I O.q► 7. ENERGIZE CIRCUITS TO CHECK. 8. CLEAN UNITS WITH DAMP CLOTH AND USE TOUCH-UP PAINT PROVIDED WHERE NECESSARY �` - 3CJ I s r ;, - c8) ■4 BARS I i i 3'-O- 5'-0' 3'-0' 9. SEE SIGNAGE NOTES FOR FURTHER INFORMATION. TOP OF CURB : _� (4 PER FACE) �4- CONDUIT -- � + � • ' � o � � { BARS (8) 84 BARS I, w°'�i�Q'`v t, �' 0)1040.0 TOTAL ELECTRICAL DATA (4 PER FACE) „�,■', �; zool 'ao + i LAMPS: (6) F60Tl2CW/HO FLUORESCENT I (5) 04 BARS I • It L a it a 1 °D NOTEs I AMPS: 4.0 0 V O.C. ti..1� � 1s � - W;r )r r' a� r► lOF w I► I •a FOOTING S DEPTH iVOLTS: 120 I f - 4'-Q' 1'6BEARING PRESSURDEPENDENT ON E FOOTING E El3�lT S1QE DRIVE -THRU NOTES I I DRIVE -THRU MENU BOARD MDI SCALE _o• 12 CURB RAMP PLAN ,I 1/2- RADIUS EDGE CONCRETE CURB I HIGHWAY CROSS "~ RAKE SURFACE � � 1 NOTE: PROVIDE EXPANSION JOINTS AT 25'-0' O.C. MAX. SCALE w /,•_1-_0• 'i CONCRETE CURB SECTION SIA it �I I� _ EXPANSION JOINT \ MATERIAL F"SHED GRADE OR CONCRETE SIDEWALK STANDARD -r _ • 5 /? -' ° S105 GRADE OR SIDEWALK - - 2,_O.__ SEE SITE PLAN - - •� P �i. _r 4' CONS. SLAB, 1/2' RADIUS ! REINFORCE WITH 6x6 W1.4xwt.4 W.W.F. PAVEMENT I co CONCRETE RAMP �r IQ MAX. SLOPE i PARKING LOT PAVING. KALE /• -0• �6IUB RAMP SECTION � CAR •1 i A II } i MENU BOARD \ ! OQ RADWS MAY VERY i I i rALE�•=1-0• S19 CONCRETE CURB SECTION -- r— CAR •2 I I - FIRST & SECOND CAR ARE TO HAVE CLEAR VIEW OF MENUBOARD. - TWO ANGLES TO BE EQUAL SCALE SCALE /,'=I'-o• i3 MENUBOARD/SPEAKER GENERAL INTENT I/e•-, -o• I1d4 5113 ;�x x&ALL 110 ALTERNATE 1/2.=I'-0. t• n r, SITE GENERAL NOTES NIa2 L THESE ARE STANDARD DETAILS-LDCAL CODES PREVAIL. 2. ALL DETAILS SHOWN ON THIS SHEET MAY NOT APPLY -SEE SITE PLAN FOR APPLICABLE DETAILS. 3.EXTRUDED CONCRETE CURBS MAY BE FURNISHED AS A DEDUCT ALTERNATE NOTED ON BID. 4. CONTRACTOR MAY AT HIS OPTION POUR CURB INTEGRAL WITH SIDEWALK l( AND TURN DOWN EDGE 12' BELOW FNISHED GRADE. - LANDSCAPE NOTES 1. AREAS DESIGNATED 'LANDSCAPED' SHALL BE BACKFILLED WITH CLEAN SUBSOIL, FREE OF BUILDING DEBRIS. CRUSHED ROCK, MORTAR MIX, E TC. 2. AREAS DESIGNATED 'LANDSCAPED' SHALL BE FILLED WITH NOT LESS THAN 4' OF TOPSOIL WHICH SHALL BE BROUGHT TO A HEIGHT OF 2- BELOW CURBNGS, SUCH TOPSOIL SHALL BE FREE OF WEEDS AND FIELD GRASSES AND SHALL MEET THE APPROVAL OF THE KFC CONSTRUCTION SUPERVISOR. WHERE POSSIBLE TOPSOIL SHALL BE PULVERIZED. 1 3. IN AREAS WHERE PRIOR BLIILOMS OR DRIVES HAVE EXISTED (SUCH AS REMODEL OR REBUILD UIITS). ALL AREAS DESIGNATED 'LANDSCAPED - FORMED BY CURSINGS LAID OVER BLACKTOP OR COMPACTED STONE. FROM THE PREVIOUS STRUCTURES. SHALL BE FULLY EXCAVATED OF ALL SUCH BASE MATERIALS TO NATURAL SUBSOIL LEVEL. FILL AND TOPSOIL SHALL NOT BE PLACED OVER CONCRETE. ASPHALT. i OR COMPACTED ROCK. i 4. IN AREAS ADJACENT TO -LANDSCAPED- AREAS. UNDER -RUN FROM CONC.FORMS SHALL BE BROKEN AWAY WHEN FORMS ARE REMOVED. 5. BACKFILLING WITH WET SOIL SHALL BE AVOIDED 04 AREAS DESIGNATED 'LANDSCAPED'. 6. DUMPING OF WASTE CLEANMG FLUIDS SUCH AS ACIDS. OIL.. ETC. SHALL NOT OCCUR IN LANDSCAPED AREAS. 7. ALL UNDERGROUND WATER LINES, VALVE BOXES. ACCESS PLATES. ETC. SHALL BE CLEARLY MARKED BY A STAKE AND RED RIBBON BY THE GENERAL CONTRACTOR PRIOR TO THE STARTING OF FWISH GRADING BY THE LANDSCAPE CONTRACTOR. j B. LANDSCAPE IS TO BE DESIGNED ON A PER PROJECT BASIS AND TO BE COORDINATED WITH THE CONSTRUCTION MANAGER. i STANDARD DRAWN HY AAE MCKED BY ' ^ AAE DATE JIM 16.1997 REVISIONS DESCRIPTION VARIATION DRAWN BY CHECKED BY DATE RE VISIONS i DESCRIPTION SHEET TITIF SITE DETAILS MATRIX ALL GENE RATION 60M.01 vARIa r IDN ---- -- - ----- -- STANDARD DRAWING NUMBER -- S02oL6011 ET NI)M,9FR S2 q , . 1997 10: 41: O5 NOTE: ALTERNATE ENCLOSURE SIZES MAY BE REQUIRED DUE (4)1' X 36' X 4' ANCHOR '� COVER TO LOCAL DUMPSTER AND CONTAINER SIZES. VERIFY WITH ♦ ` BOLTS THREADED 4' MIN. C 8 I PLATE LOCAL SANITATION OFFICIALS FOR ENCLOSURE SIZE NEEDED. 4' SCHEDULE 40. GALVANIZED BOLT TO EXTEND 4-Y,• OUT Or BASE 17' 4' ,. STEEL PIPE FILLED W/ CONCRETE TOP OF FOUNDATION. (2) 1' - PLATE J* HEX NUTS AND (2) 1' FLAT �► 6'-7• %2' EXPANSION JOINT - WASHERS PER ANCHOR TO BF FURNISHED BY KFC & x'-.f INSTALLED BY G.C. O a LA M %z< �,... �:� (4) 84 REBARS W/93 TIES w �� -♦ "' '�� r `�� r�` �=r�,, �� I f ,, O 12'O.C. LOCATE 0 a ,.►! ♦ i I o {} ALTERNATE LOCATIONS I -R PAVEMENT TENSION WIRE r FROM ANCHOR BOLTS. — � PIPE & FOOTING AND TURNBUCKLE •r;' - i r.♦� PAVEMENT OR GRADE --•r- 6 6p �� ' 4-64 BARS VERT. CONDUIT f .0 �to LINE OF CHAIN LINK BIM. 6' SCH. 40 GALVANIZED STEEL DROP ROD & FORK CONC. BASE '� �'-- 2 = FENCE AND POST PIPE FILLED W/ CONCRETE ,,, (In TO EXTEND 36' ABOVE SLAB (2) HINGES WELDED IN PLACE (65�' x r? Ln ' ♦ =i (TOTAL LENGTH 6'-9') I%' PRESSED STEEL GALVANIZED 03 TIES AT 12' O.C. ,n LINE OF CONCRETE INDUSTRIAL HINGE 2 PER GATE) _ _ - I L-- N a SLAB ♦ 4- 4 STIRRUPS 90 MPH -- 6' SCH •40 GALVANIZED STEED. i 2­ 9' � WIND LOAD � 2'-0' DIA, j PIPE FILLED W/CONCRETE. (2) 5'-6'Wx6'-O'H PAIRED GATE -♦ .. 41 � C 6• CONIC. SLAB W/ 6x6 W2.9xW2.9 WWF A ♦ 12, -6. * II' *4' 1-6'Wx6'-0'H GATE II a N O W r �- �cr U z 0 U L SCALE C DUMPSTER ENCLOSURE PLAN /4•_, _o• J w 0 o fV 0 N 7 i SIGN FACE READERBOARD j 8,-10�i' r Cr SCALE GATE POST SECTION _01 I FENCE AND POST. EXTEND TO 2'-6' INTO TURN DOWN SLAB. co 6' SCH. 40 GALVANIZED STEEL PIPE FILLED W/ CONCRETE ,` TO EXTEND 36' ABOVE SLAB II•�9, (TOTAL LENGTH 5'-9') 6x6 111112.902.9 WWF N w i, w 2, FINSHED GRADE D, '# +� 04 DOWELS 3'-0' 4' COMPACTED FILL LONG o32. O.C. 4-84 BARS VERT• 4, (2) •5 BARS 4-•4 STIRRUPS CONTINUOUS DUMPSTER ENCLOSURE SCALE WALL SECTION '/2' -°' S14I SCALE DUMPSTER ENCLOSURE ELEVATION 1/4'=I'-0' � 641 T YP. I 6• PIPE � 9' �► 9' If PLAN VIEW 4-64 HARD, VERT. 4 •4 STIRRUPS DUMPSTER DETAIL SCALE SIGNAGE NOTES: 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL. ROUGH-IN'S AND FINAL ELECTRICAL CONNECTION. 2. ALL REMAINING SIGNAGE WORK - INCLUDING FOOTINGS. POSTS AND INSTALLATION - SHALL BE BY SIGNAGE VENDOR. PYLON SIGN INFORMATION - AREA: 114.11 SO. FT. - LAMPS: (2) FB4T12/HO/CW AND a2) F96T12/HO/CW - BALLASTS (2) 054-861 & (1) 851-745-1 - AMPS:14.60 SERVICE: HINGED DOOR WEIGHT, 800 LBS (8'xl4' D/F TP) COLUMN WEIGHT:1718 LBS. 04' O.D. PIPE COLUMNS - BY SIGNAGE ERECTOR READERBOARD SIGN INFORMATION AREA. 40.67 SO. FT. LAMPS. (5) F%T12/HO/CW BALLAST: (1) 151-861 AMPS: 5.40 SERVICE: SLIDE FACE WEIGHT: 180 LBS (5'x8' D/F) DIRECTIONAL SIGN INFORMATION AREA: 7.1 SO. F T. AMPS: 42 SERVICE: REMOVE TOP FILLER SCALE LIGHT FOUNDATION 1000 WATT 1/2• °• LINE OF CONCRETE PEDESTAL FOOTING BEL OW i 6�/l / 1A o� 1 r �J C/ ALLOWABLE SOI PRESSURE (PSF) DEPTH 8.000 OR GREATER 5'-0' 2.500 10 8.000 7' - 6' 1.500 TO 2.500 g � - 6' 90 MPH! � WIND L OAD SCALE p LIGHT BASEPLATE - 1000 WATT /2.-,._o• v ♦ 4' SCHEDLA E 40. GALVANIZED ... STEEL PIPE TILLED W/ CONCRETE n �i�• EXPANSION JOINT PAVEMEN1 7 -----_ b ' PIPE & F 00 T IN(; ;a cj ♦ a , 1 -6' .0 SCALE GATE POST SECTION 1/2._,.-0' II STEEL OR ALUM. RAIL. 2' SOUARE POST SO. PICKETS o 6' O.C. II/2' BOTTOM RAIL Fp RM ROUND HOLE USING ALUMINUM 23 x 4Y4• SLEEVE GROUT FULL W/ N -SHRINK GROUT (SAME S17E AS M2 OZ. SODA POP CAN) SCALE 4 HANDRAIL DETAIL 1/2• —o• 3/8-16 SS CSINK BOL T S SWIVEL POINT WATER TI4H7 SLEEVE 41/2' STEEL TUBE BASE COVER /.?. x 12' x 1,11 BASE PL A If 6' T YP. (SEE SITE Pt_ A N ) v Ln 8-0, REMOVABLE & REPLACABLE: PROTECTION ARM CLEARANCE RUBBER TRIM 4' TALL RED REFLECTIVE LETTERING IYP. BOTH SIDES o i' 12' � 119< �-� `t )0• CIRCI E BASE PLATE DETAIL I PAVING STANDARD CONCRETE CURB ACE '*4ANN �l 83 CIRCULAR TIES o 8' O.C_ A!>!E (7) 04 VERTICAL BARS EOUAL, Y SPACED ;A OICTOBER 24. 1997 (4) GAL VANIZED Y4' DIA. X 36' LONG BOLTS W/ 3' 90' LEG. NUTS & WASHERS ARE ALL PROVIDED WITH POLES BY MFGR. 18' DIA. CONC. F OUNDA T ION SCALE p SOF F i T CLEARANCE SIGN 1/2.-0• 7 CHAMNWIi KLI191 SEEROUSES SEE DE TAILS 1 & 2 ON SHEET S2 FOR SITE LIGHT SOF) ! T CLEARANCE o. FAWNC TO BE 9 GAAAE O iM=O ISSN tM�7MMTEIT Z7 TYP• LOCATION OF SIGN SEL DETAIL 9 SPEAKER POST $ THIS SHEET, Z PliD"VE i t WN-L 71111110Ail1AL)Miom FWACT STWWS I•ITERiOyEN MENUBOARO .. \�' L• 2.0 •FOOT - - LL- . y 'I TRASH MTO C>tM L9K FA8W. FULL ITT OF GATES "l9l OF RATS 9MLL E OARED E NAI E -FOR TO MATCH OUVA I R fD[l09/E. f CANDL E MIN. -) -` I ENCLOSURE SEE DE T AII I THIS SHEET. ; GATE FTIME SHALL CO 56T GI2' 0JL GALTr_ PrF. Fu1T SEIM AND calotllD S M007 I. Ill 1W MAIIH FIR tF Boot HIt1fF5 K_ r 7.0 F 00 T CANDI. E 11iN. i LOCKM flrr>ICE FOR GATE ! + " I 4L 51/'PLT OI W AM 1 FOt Atg1M T UTIH PW LOCK CAPABti " VARIATION ON 20 CONC. " 50 F T .MIN. FOR PArGATES DR:VE CANOI F ' ! SITE LIGHT SITE LIGHTMIG NOTES SITE LIGHT ice a v� 'ENTER / E X I T' FOILI DATM SHALL HE FEED & /6TAi1ED BT G.L SIGN BY SIGNAGE ERECTOR q I W ELECTRICAL ACCESS ♦ a HOLE w/ REMOVABLE ` +� 0 1 aL I PLATE COVER 3' DIA. STEEL PIPE DIRECT cm IMBED BY ! W o GRADE 9ye' 3'-0' 5'-IO�i' 3'-0' y/e' 1' ELECTRICAL SIGNAGE ERECTOR CONDUIT ELECTRICAL Box � u2 � lk GRADE '^ AND CONDUIT a� � i m,� � - ---� I n g'' �. I 1 I' -9. .�� CONCRETE FOOTING a CONCRETE PIER (_ w/ •4 BARS t2' —` I I'► I I. I w/ (3) •4 BARS EACH ! WAY EACH FACE EOUALLY R �1 VERTICAL AND (4) ' ♦ I I h I 84 BARS HORIZ. IN v SPACED - BY SIGNAGE SITE LIGHT EACH FACE - BY SIGNAGE ERECTOR L ,_ L..� 2'0'� ERECTOR �uL SUUARE f I ! 2_ G. _ TO VE WY AND FOt TW ACTUAL. f Uff CK FOOI AMID 111MOT111, @ECGL6E CK TIE VAMi UOUS (IF (LOCwL1TEs AlO SDI. ooDMorr11olt5. 3. G _ SHALL /6TALL CONOW MID E1EC71 CAL SERNM TO RASE OF EACH POLL. RFC TO 1171111111615119 FUTUE AND PGLJL ' GAL TO NSTAI I POLE AND E PLFTE ELECTRICAL E D ECUM i )NC. 4, $KIM BASE MAT BE FORMED USM SOWTUNE AT c, _)E W A L K ( LEAST 6 BELOW FIM9H GRAOIL ! KFC SITE LXXFI : PEMIFOi1A1A1EE SPEC111FICATR016. ► C. RAMP ; lMI IMlIM FOOTCAIMOI E LEVEL OF %JD ON CUSTORMR AKAS OF SWL = E DE T A I; i WMy FOOTCANM E LE VU (!F '5►r0 AT fN W - T)IM W IEIAImIAtMD �S2 - I AND a1MPSTM i S) T E LIGHT MA:M R" FOOTCANOLE LEVEL OF 261L AVERAGE FOOTCAME LEVEL OF " FOOTCAI/1ES ON T)E 9TE_ i - I/MFOYTY RATIO 4M7MMAJNI TO Ir»I>MMJM DO GREATER TWO Pam. SITE DETAILS o♦ FOOT CAMQE LEVELS S HAL IL ME BASED ON SHTE LK 1111I G CML Y- DO _ PYLON SIGN NOT 81C7LlDIE BIiDrA' Li HT11ING N FOOTCAI(QE CALCULATIONS. ♦ i 1 LANDSCAPE 2.0 FOOT DIRECTIONAL SIGN 1 p2.0 FOOT AREA ;—� CANDLE MIN. GE NOTES L 13'-61/2' ♦ 81-01 i "CANDLE MIN. ri L CONTRACTOR TO (IEliFT ■ �rL� MID LYa.+�T� S> of Nt RAT ON CONCRETE PAD w/ 4TO IF RLSTALIE L SEE SW PLAN AII' RtFL 117 ESMATRM1E 6000.01 (9) •5 BARS TOP & �._._._._._...i,._._._.�•_._._ _._._._.....�,.._. _._._._,_._._.., FRONT VIEW BOTTOM AND •5 BARS SIDE VIEW - yT� 15' O.C. BOTTOM ONLY BY SIGNAGE ERECTOR PYLON SIGN NOTE: DIRECTIONAL SIGNS SHOULD BE USED - 2. ALL PRIASES OR Sill IKSTAL"T1]dl SHALL MEET LOCALOf—S vA, n off STANDARD ONLY WHERE DIRECTION IS REOUIRED 25'-0' , 35'-0' 3„ ALL FOUMAT106 9MLL 1ES1 a U1111111STIlL11101ED EJARTII DRAwiW Nr:u11t i, OR INCLEAR. ( �i S0302.601 — --- r 4. QiISTALlATtrO11 AVID I10ElQAT11E OF SOS TO ME VE5NF1FD ,, M„F„ MTII TIME SIM MAIILFAC7URM AlO MAFC �)ITATrVIC. SAMPLE SITE P L AN S. ALL UIUM .nlnll6 TO M I•= 30•-;,' � SALTS AlO BkS ES,. _... NOTE: SITE LIGHTING LAYOUT TO BE COORDINA I ED HE FLED AND 06741En BY mot.,® ELECTUCAL SERVIDE FUii9ED A IK6TALIEEI BY GX. � SCALE 10 WITH KFC/LIGHTING VENDOR.S3 7_ CON7ETE SNAIL HAVE A STMENCI11 OF 3A00 PSL N/F ARPENTER ONED: RP RESIDENTIAL N/F SMITH ZONED: RP USE: AGRICULTURAL 3 4 2 3 0 N /F SMITH ZONED: RP USE: AGRICULTURAL 1 SWINGS 144 25� ti 403.70, N/F LUTTRELL ZONED:: RP USE: VACANT a 40 20 0 40 90 (wFEET 1 inch - 40 ft. I cc� REMAINING LAND OF RUSSON ea ZONE. B-2 CURRENT USE: VACANT P.I.N. 42-A-195 5.215 ACRES a PRIOR TO ANY SUBDIVISION OF THE RUSSON PROPERTY, OR FUTURE DEVELOPMENT BEYOND THE KFC, FOXRIDGE LANE SHALL BE CONSTRUCTED OR BONDED TO A STANDARD THAT WOULD ENABLE ACCEPTANCE INTO THE STATE SYSTEM AS SHOWN ON THIS SITE PLAN AND AS REQUIRED BY THE DEED OF DEDICATION DATED MARCH 29, 1991 AND RECORDED IN DEED BOOK 759, AT .PAGE 356. ALTERNATE MEANS OF ACCESS TO THE REMAINDER OF THE RUSSON PROPERTY MAY BE IMPLEMENTED IF DEEMED APPROPRIATE, AND APPROVED, BY FREDERICK COUNTY. EXISTING LOT 9 41,853.3 S.F. ZONED: RP USES RESIDENTIAL EXISTING SHEETZ STORE N/F HENRY J k EVELYNE D. FERRIS P.I.N. 42-A-194 ZONED: 8-2 CURRENT USE RETAIL STORE ey N/F EMMART ZONED. D 2 USE: SERVICE STATI(� PROPOSED R/W DEDICATION 2,248 S. F Ex «o� uAQW arowrcrm S 10'07'54" W- 42.34' N/F BENHAM ZONED: B-2 USE: SHOPPING CENTER SCALE DRAWN BY: 140.5. PROJECT NO. DATE 6-24-98 v 0 i SHEETAfl of